Kerala Water Authority Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is A Class Contractors, specifically Registered Class "A" contractors.
Bid Capacity
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The formula for bid capacity is: Bid Capacity = (A x N x 2) - B Where A = Maximum value of total works executed in any one year during the last three preceding financial years in rupees in lakhs for Government and Public Undertakings N = Period prescribed for the completion of present works (expressed in years) B = Value of existing commitments and ongoing works in hand in Rs.
Technical Capacity
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The required prior work experience for the bidder varies depending on the type of project. For HDD method, the bidder should have experience in supplying and laying HDPE pipe of diameter not less than 630 mm irrespective of length, or supplying and laying HDPE pipe of diameter not less than 250mm for a length of 7000 m. For SCADA work, the bidder should have experience in SCADA work of STP not less than 2.7 MLD. For Construction of Civil structures, the bidder must have experience of having successfully completed a single work worth minimum 40% of the tendered PAC for that particular component. For Construction of Water Treatment Plant upto 5 MLD output capacity, the bidder must have constructed a Water Treatment Plant in the past with any technology for a minimum of 1 MLD output capacity. For Construction of Water Treatment Plant above 5 MLD output capacity, the bidder must have constructed a Water Treatment Plant in the past with any technology for a minimum of 40% output capacity, subject to a maximum of 40 MLD. For Construction of Sewage Treatment Plant upto 5 MLD capacity, the bidder must have constructed a Sewage Treatment Plant in the past with any technology for a minimum of 0.5 MLD capacity. For Construction of Sewage Treatment Plant above 5 MLD capacity, the bidder must have constructed a Sewage Treatment Plant in the past with any technology for a minimum of 10% capacity. For Supplying and laying of Water Supply pipes above 400mm and upto 800mm diameter, the bidder must have supplied and laid a total of 1000m of 300mm or higher sized pipes of any material in the past in a single work. The values and percentages mentioned include:
- 40% of the tendered PAC for civil structures
- 10% of the estimated PAC for components in the scope of work of projects
- 1 MLD output capacity for Water Treatment Plant upto 5 MLD output capacity
- 40% output capacity subject to a maximum of 40 MLD for Water Treatment Plant above 5 MLD output capacity
- 2.7 MLD for SCADA work of STP
- 630 mm and 250mm diameter for HDPE pipe, and 7000 m length for HDD method
- 20% of estimated PAC, subject to a maximum value of 5.0 Crores, and a minimum of Rs. 500 Lakhs for solvency certificate
- 1000m of 300mm or higher sized pipes
- 400mm and 800mm diameter pipes
- 300mm or higher sized pipes
- 25% output capacity for Rehabilitation works of Water Treatment Plant
- 25% output capacity for O&M works of Water Treatment Plant
- 10% capacity for Construction of Sewage Treatment Plant above 5 MLD capacity
- 0.5 MLD capacity for Construction of Sewage Treatment Plant upto 5 MLD capacity. No specific amount is mentioned for similar works completed, but the bidder should provide details of the value of similar works completed. The percentage of completion of works in hand should be indicated. For a joint venture, the lead partner shall meet at least 40% of the qualification criteria in terms of annual turnover and net worth, and any other partner shall meet at least 25% of the qualification criteria. The aggregate of the qualification criteria of all partners together shall be sufficient to meet the requirements as if a single tender only on financial criteria.
Costs
EMD
₹ 5,00,000Document Cost
₹ 16,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KWA_758236_1Tender No
SE/PPDIU/KKD/01/2025-26Tender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
letter submitting tender, Particulars showing status of tenderer
Past Experience approval letter of CE
BOQ Items
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OD167739/2024-2025:Design, Construction, Testing and Commissioning of Co-treatment units (Septage Receiving Chamber, Dilution tank with suitable cover slab and with suitable arrangements for mixing and homogenization, Arrangement for recycling treated water for dilution of septage with pre-determined dilution ratio,with suitable foundation after conducting soil test, with required retention time to normalize parameters like BOD, COD, TSS etc. as per PCB and NGT standards . with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better), septage vehicle travelling yard and discharge arrangements to receiving chamber, complete including necessary piping arrangements, valves, specials and all necessary accessories for the satisfactory completion of work, corrosion resistant steel ladders, walkway and hand rails and all finishing works like plastering, painting, lettering etc. complete as per specification in Vol-II of NIT and as per the direction of departmental officers.
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OD160881/2024-2025:) Design, Construction, Testing and Commissioning of equalization tank with top cover slab with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better, suitable number of manholes with CI manhole covers, corrosion resistant steel ladders,with suitable deep foundation after conducting soil test, with required retention time to normalize parameters like BOD, COD, TSS and volume of inflow etc. with aeration/ agitation arrangements to avoid anaerobic condition and odour, complete including necessary piping arrangements, valves, specials and all finishing works like plastering, painting, lettering etc and all accessories for the satisfactory completion of work as per specifications in Vol-II of NIT and as per the direction of departmental officers.
1
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OD160890/2024-2025:Design, Construction, Testing, and Commissioning of Sequential Batch Reactor-(SBR) tank, with anoxic zone, distribution chamber for SBR, Blower room for SBR with all necessary arrangements for the intended purpose of STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, with required retention time as described in Vol-II of NIT to reduce parameters like BOD, COD, TSS etc. As per PCB and NGT standards.The SBR tank shall be made up with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches, with all finishing works like painting, lettering etc. with necessary Piping, specials fitting pipe and valve arrangements to flow liquid with in the SBR tank, pipelines to supply air and protection arrangements, fitting of agitator in SBR, and all other accessories for the satisfactory completion of work including ladders, walkway, hand rails etc. as per specifications in Vol-II of NIT and as per the direction of departmental officers.
1
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OD160915/2024-2025:Design, Construction, Testing and Commissioning of Filter Feed tank, Chlorine Contact Tank, Chlorination building with required volume to supply required quantity of Chlorine to treated water through chlorinator in Chlorine Contact Tank, All items with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches for STP compatible with the designed flow of 27MLD including diluted septage with suitable deep foundation after conducting soil test. The Chorine Contact Tank should have enough volume to get required Chlorine contact time for disinfection, fitting Chlorinator, pipe line works, valves, specials with all finishing works like painting lettering, ladders, walkway, hand rails etc. complete including all kinds of safety measures and all accessories for the satisfactory completion of work as per specification and as per the direction of departmental officers.
1
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OD166390/2024-2025:) Design, Construction, Testing and Commissioning of Treated Water Tank with suitable storage capacity to provide required treated water for diluting septage and re-use of water etc., Effluent disposal channel to Canoly canal and storm water drains system, vending point for effluent water reuse with necessary arrangements. with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches for STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, ladders, walkway, hand rails etc. including all finishing works like painting, lettering, fitting pipelines, complete including necessary piping arrangements, valves, specials and all accessories for the satisfactory completion of work etc. as per specifications in Vol-II of NIT and as per the direction of departmental officers.
1
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OD160922/2024-2025:Design, Construction, Testing and Commissioning of Sludge sump, Sludge Thickener, Thickened Sludge sump with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches, Sludge Drying bed, for STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, with required retention time to separate water from sludge using sludge thickening mechanism, necessary pipelines,valves and specials , ladders, walkway, hand rails and all accessories for the satisfactory completion of work etc., with all finishing works like painting, lettering etc. complete as per specifications in Vol-II of NIT and as per the direction of departmental officers.
1
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OD160932/2024-2025:Design Construction,Testing and Commissioning of Centrifuge building ,sludge storage shed, Centrate sump with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches for STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, with required storing capacity to maintain sufficient suction head for pump, ladders, walkway, hand rails etc. including all finishing works like painting, lettering, fitting pipelines, valves, specials and all accessories for the satisfactory completion of work etc. as per specifications in Vol-II of NIT and as per the direction of departmental officers.
1
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OD160935/2024-2025:Design, Construction, Testing and Commissioning of Administrative building with office rooms, SCADA control room, Chemical House capable of storing chemicals by providing all kinds of safety measures, ventilation etc., transformer room to accommodate 500 kVA indoor transformer and associate panel boards as per the standards of Electrical Inspectorate, , Security Cabin, laboratory room including one operator rest room and toilet, required lab equipments, computers and furniture for STP with suitable deep foundation after conducting soil test, with brick walls, RCC lintels, projections, walkways, roof slabs etc wherever required with RCC M25 mix, TMT steel bars with all finishing works like painting, lettering etc. complete and all accessories for the satisfactory completion of work as per specifications in Vol-II of NIT and as per the direction of departmental officers.
1
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OD160940/2024-2025:Design, Construction,Testing and Commissioning of RCC platforms with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better for Mechanical items like pump sets, air blowers, generator, screw press, PSF, ACF etc. wherever necessary with all works with required quantity, formation of all internal service roads with paving interlocked tile, re-use of treated water, landscaping, eco-friendly exterior wall garden, compound wall with gate, green belt formation, ladders, hand rails etc. complete and all accessories for the satisfactory completion of work as per specification and as per the direction of departmental officers.
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OD160944/2024-2025:Design, Supply, Erection, Testing and Commissioning of Mechanical items like pump sets with motors to pump sewage and water from appropriate locations as per specification and hydraulic design, with pulleys, pressure gauge, pressure relief valve, suction silencer with suitable flanges, screw pumps to pump sludge from sludge thickener to centrifuge, SS bar screens (coarse and fine) for STP and Co-treatment unit, mechanical arrangements to clean screens, mechanical grit removing mechanisms and arrangements, mixing arrangements in dilution tank, mixing arrangements in Septage receiving units, mixing arrangement in anoxic tank, chemical mixing arrangements, required agitators, submersible mixers at appropriate locations, chemical dozing system, poly electrolyte dozing system, bypass arrangements, fire fighting arrangements, steel ladders, sluice valves/butterfly valves compatible for SCADA wherever necessary, gas chlorinator system, twin lobe air blowers for SBR , Bubble diffuser for SBR , air grid pipes, SS gates at appropriate locations, Sludge Thickener scrapper mechanisms, Electronic dosing pumps with all accessories, high pressure jet pumps, supply of Aluminium /FRP ladders, solid bowl decanting centrifuge ,mono rail crane with hoist, Decanting equipments for SBR ,Pressure sand filters with minimum wall thickness 10mm with appropriate diameter and appropriate numbers and rate of filtration as per specification , Activated carbon filters of appropriate numbers with minimum wall thickness 12mm with appropriate diameter and rate of filtration as per specification, centrifuge system , air supply pipes from blower to appropriate tanks, butter fly valves for air flow control, NRVs, Knife gate valves at appropriate locations, odor control system, DI K(9) and PVC 10kg/cm2 pipes for interconnections, MS pipes, MS chequered plates , Construction of sheds for (pumps, panel boards, motors) Construction of steel bridge across Canoli canal for the conveyance of DI pipe using steel angles and channels, etc., with required quantity and all accessories for the satisfactory completion of work complete as per specifications in Vol.II of NIT and as per the direction of departmental officers.
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OD160950/2024-2025:Design, Supply, Erection,Testing and Commissioning of Electrical items like HT Cables, LT cables for connecting all equipments to power source and control units, HT and LT End Terminations, glanding, CT-PT unit and TOD meter,500kVA Transformers (indoor type), 500VA Diesel Generator set, various panel boards, electrical panels-Powder coated MCC panel shall be non-compartmentalized, free standing floor mounted, dust and vermin proof, switch gear, suitable OLR, SSBs, MSBs, Circuit Breakers(MCCB,MCB,RCCB,VCB),Isolators, Light Distribution boards, Lighting including lighting fixtures, switch boards, plug sockets, Tube lights, Neon Bulbs, Fans, pipe earthing and plate earthing (as per IS 3043), charges for document preparation, approval from Electrical Inspectorate and KSEB including consultancy charges if any, external lighting, wiring and lighting accessories, Auto mains failure units, Power distribution boards, ON-OFF push buttons to motors and emergency OFF button near motors, Lightning arrestors, Cable Trays,level switches, CCTV with data recording system at septage unloading area, Solar Panels with all accessories, central control system with flow recorder etc. with required quantity and capacity complete and contractor provisions as per the guide lines of electrical authority and all accessories for the satisfactory completion of work as per specification and as per the direction of departmental officers.
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OD194673/2024-2025:Operation and Maintenance Charge of STP,Co-treatment units & Lifting/Pumping stations for 5 years including payment to operating and maintanance staff, cost of Chemicals, Fuel for Generator set, Spares of equipment, including any other unforeseen expenses etc. but excluding power charges, As per the direction of dept officers.
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OD160956/2024-2025:Design, Supply, Erection,Testing and commissioning of complete automation of the plant and lifting/pumping stations with necessary sensors, flow meters, transmitters ,gauges, analyzers, actuators, piping specials, cables, IOT, PCs and SCADA (Supervisory control and data acquisition) arrangements, including necessary programming software for PLC & SCADA for Complete automation of controlling and monitoring of 27 MLD STP, including effluent monitoring system . With all accessories required for the satisfactory completion of work as per specifications in Vol-II of NIT and as per the direction of departmental officers.
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Appendix -2(B)ZONE B1A (NETWORK) - LAYING SEWER NETWORK-Working charges
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100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
45208
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15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
33.8
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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
26634
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
20441.96
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100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
4625.69
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100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
1665.32
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100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock.
1665.32
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2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
21731.85
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OD135870/2024-2025:Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all
160
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
9041.6
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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
13562.4
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
65349.6
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100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
130699.2
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100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
196048.8
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100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
8080
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OD156074/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 200mm Nominal Outside Diameter Pipes.
14101
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OD156098/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 250mm Nominal Outside Diameter Pipes.
123
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OD156181/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 315mm Nominal Outside Diameter Pipes.
300
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
34.28
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
43.68
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
26.24
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
448
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
4.8
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
3494.4
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7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
11.16
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OD135932/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
292
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OD135943/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
290
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OD135916/2024-2025: Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
290
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OD135908/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
290
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OD135912/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
290
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OD135958/2024-2025:Micro tunneling in all classes of soil incuding laying MS pipe ( 1.2m dia ,10 mm thickness) by using Universal Navigation System (UNS) aided micro tunneling machine with all accessories such as slurry pump, feed pump, flow meter,seperation Data for 10 m length unit
50
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OD135983/2024-2025: Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately): 100 mm dia
1
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18.31.5.2:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):
250 mm diameterClass II
2
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100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
4320
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100.98.1008:Engaging Coolie.
550
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OD158485/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 200 mm HDPE pipes
470
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OD158541/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
4
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OD158548/2024-2025:Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
10
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100.31.2.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class II.
1
-
-
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Appendix -2(A)ZONE B1A (NETWORK) - LAYING SEWER NETWORK-Cost of Materials
-
-
-
... More
100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
8080
-
-
... More
OD156017/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 200mm Outer Dia.
16075
-
-
... More
OD156024/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
1953
-
-
... More
OD156031/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
1369
-
-
... More
OD156043/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
2555
-
-
... More
OD156051/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,450mm Outer Dia.
20
-
-
... More
OD135812/2024-2025:For PVC/HDPE Specials 3% cost of pipes
43034096.05
-
-
... More
100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
1
-
-
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Appendix : 2 (C) -ZONE B1A (LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
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OD162333/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
1974
-
-
... More
OD162332/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
2899
-
-
... More
OD162331/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
2575
-
-
... More
Appendix- 3- Zone- B1A -Construction of Pumping station
-
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OD137176/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
1.5
-
-
... More
OD137166/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
1.5
-
-
... More
OD137165/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
1.5
-
-
... More
OD137164/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
1.5
-
-
... More
OD137163/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6.0m to 7.5m
1.5
-
-
... More
OD137162/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 7.5 m to 9.0m
1.5
-
-
... More
OD167277/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.00m to 10.50m
0.93
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
4476
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
2.83
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
35.61
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
10.56
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
34.12
-
-
... More
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
405.56
-
-
... More
OD137210/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
114.8
-
-
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5.37.2:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All work above plinth level upto floor V level
1.06
-
-
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
11585.5
-
-
... More
OD137232/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
80
-
-
... More
Appendix -4(A)- ZONE B1A -Pumping main - Cost of Materials.
-
-
-
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100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia.
50
-
-
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Appendix -4(B)- ZONE B1A -Pumping main - Working charges
-
-
-
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
50
-
-
... More
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
11.25
-
-
... More
100.1.9:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock Requiring Blasting.
1.25
-
-
... More
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
50
-
-
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100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
50
-
-
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18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe
10
-
-
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OD137557/2024-2025: Labour for cutting D.I. pipe with steel saw. 300 mm diameter D.I. pipe
5
-
-
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100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA
50
-
-
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18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
2
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
20
-
-
... More
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.65
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
278.82
-
-
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Appendix -5- ZONE B1A - Construction of screen chamber and valve chamber
-
-
-
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OD162185/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
1.5
-
-
... More
OD162037/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
1.5
-
-
... More
OD162036/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
1.5
-
-
... More
OD162035/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
1.5
-
-
... More
OD162034/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
1.5
-
-
... More
OD162033/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x 2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 9.00m beyond initial 7.50m depth.
1.08
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5445.8
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.12
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
214.5
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
8.03
-
-
... More
OD137742/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
62.3
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
6230.1
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
218.25
-
-
... More
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
210.25
-
-
... More
13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
210.25
-
-
... More
OD137741/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
40
-
-
... More
Appendix- 6 -ZONE B1A - Construction of valve chamber
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
23.4
-
-
... More
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
7.2
-
-
... More
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.68
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
15.17
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1213.44
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
70.4
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
17.76
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
88.16
-
-
... More
OD137908/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
10
-
-
... More
Appendix - 7 -ZONE B1A -CONSTRUCTION OF MANHOLES
-
-
-
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OD138088/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
363
-
-
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OD138203/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
137
-
-
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OD138376/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
74
-
-
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OD138375/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
64
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OD138374/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
62
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-
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OD138373/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 6.50m (internal diameter-1500mm)
80
-
-
... More
OD138372/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 7.50m (internal diameter-1500mm)
28
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Appendix -8(A)-ZONE B1A - LIFTING STATIONS AND ALLIED WORK-Cost of Materials
-
-
-
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100.98.115:Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia.
380
-
-
... More
100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.
30
-
-
... More
OD163096/2024-2025:Pump set - Supply, Installation, Commissioning, testing and trial run of SUBMERSIBLE SLURRY HANDLING Type Pump Set
13
-
-
... More
OD163265/2024-2025:Automatic Control system
2
-
-
... More
OD163577/2024-2025:Supply and erection of Indoor Type Generator (2 Numbers-Suitable Capacity-1KVA to 5 KVA)
2
-
-
... More
100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.
1
-
-
... More
100.98.429:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 100mm.
1
-
-
... More
100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.
1
-
-
... More
100.98.431:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 150mm.
1
-
-
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Appendix -8(B)-ZONE B1A - LIFTING STATIONS AND ALLIED WORK-Working Charges
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OD162824/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
1.5
-
-
... More
OD162831/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
1.5
-
-
... More
OD162834/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.00m to 4.50m
1.5
-
-
... More
OD162841/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.50m to 6.00m
1.5
-
-
... More
OD162849/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6.0m to 7.50m
1.5
-
-
... More
OD162879/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto7.50m to 9.0m
1.5
-
-
... More
OD162885/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.0m to 10.50m
0.17
-
-
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OD162956/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
1.5
-
-
... More
OD163014/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.first depth upto 1.5m to 3.00 m
1.5
-
-
... More
OD163029/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.first depth upto3.00m to4.50 m
1.5
-
-
... More
OD163044/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.first depth upto 4.50 m to 6.00m
1.44
-
-
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
21.48
-
-
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
297.52
-
-
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
31.4
-
-
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
4000
-
-
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OD163072/2024-2025: Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
92.79
-
-
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
9278.9
-
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50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
0.08
-
-
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13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
98.34
-
-
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13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
32.97
-
-
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13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
131.31
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13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
6.2
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10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
5.07
-
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100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
204.48
-
-
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100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
51.12
-
-
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
246
-
-
... More
100.14.1:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 100mm diameter Ductile Iron Class K-9 Pipes.
380
-
-
... More
100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes.
30
-
-
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18.70.1:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:100 mm dia pipes
76
-
-
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18.70.2:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:150 mm dia pipes
6
-
-
... More
OD138517/2024-2025: Labour for cutting DI pipe with steel saw. 100 mm diameter DI. pipe
10
-
-
... More
OD138524/2024-2025: Labour for cutting DIpipe with steel saw. 150 mm diameter DI pipe
10
-
-
... More
100.35.1:Testing 100mm DI/CI pipeline with potable water to the required test pressure 100 mm dia
380
-
-
... More
100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure 150 mm dia Observed Data derived from item no.1018 of PHED DATA
30
-
-
... More
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
2
-
-
... More
Appendix-9-ZONE B1A - KWA connection charge
-
-
-
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OD157596/2024-2025: Sewer connection charge ( Domestic).
1000
-
-
... More
OD157654/2024-2025:Sewer connection charge ( Non-Domestic).
616
-
-
... More
OD157760/2024-2025: Additional length for Sewer connection for Non Domastic
50
-
-
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OD157710/2024-2025:Additional length for Sewer connection for Domastic
300
-
-
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Appendix-10-ZONE B1A - Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
-
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OD138694/2024-2025:Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS 1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos, <br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA TPMCCB -2 Nos,(b) 150A 25KA TPMCCB-2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary .Interlocking should be provided for standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable length as per site condition.connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.) Including cost of MS fabricated expander and necessary MS fabricated specials.
48
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OD138702/2024-2025: Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump .
1
-
-
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100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm.
2
-
-
... More
100.98.487:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm.
1
-
-
... More
100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I.
2
-
-
... More
100.31.1.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class I.
1
-
-
... More
OD138730/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete
1
-
-
... More
OD138724/2024-2025:Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
2
-
-
... More
OD138732/2024-2025: Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
1
-
-
... More
OD138736/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
-
-
... More
OD138739/2024-2025:Fire extinguisher of 5 Kg capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels
2
-
-
... More
OD138743/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
1
-
-
... More
100.98.433:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 250mm.
2
-
-
... More
OD138757/2024-2025:CI Double Flanged NR Valve Conforming to IS 5321-1984, Size 250mm.
2
-
-
... More
OD138773/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
1
-
-
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OD138779/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
1
-
-
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OD138780/2024-2025:Supply and delivery of suitable flexible joint coupling upto 300mm for easy dismantling of delivery pipes and valves with tie bolts with angular deflection 5 degree
1
-
-
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OD138781/2024-2025:Estimate for Mechanical and Allied Electrical works - ELECTRICAL PANELS AND CABLES Supply, Delivery of M.V control panel of wall mounting type made up of 14 SWG M.S Sheet of size to suit the L.T metering arrangements by KSEB. The board is to be supplied with 3 Nos of fuse carriers, MCCB with neutral and earthing arrangements as per I.E rules. Supply and delivery of floor mounting type MV control panel of vermin proof, dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalized modular type cubical. All cubical shall be constructed from 14 SWG, M.S sheet at the bottom and rear and 12 SWG M.S Sheet at front. . The interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enameled light gray shade suitable for electric applications. The panel should be supplied with 4 nos of copper bus bars of ample carrying capacity properly sleeved with respective colour codes. Set 1 Incoming 1. 150 A MCCB / 35KA with over load, short circuit protection 2. (0-500 v) Voltmeter (w) selector switch -1set3. Ammeter 0-300A with phase selector switch – 1 set 4. 3 phase / 4 wire KWH meter – 1 no5. Earth fault relay – 1 set 6. Slide locking type fuses – 1set Supply and installation of suitable starters in the above pump houseses(7). 63 A TPN MCCB for lighting control and spare – 2noN.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary(b) The supply should be terminated through A.M.F panel of Genset offered for Auto start operation during EB power failure with in 15 secs Twin earthing the plant and equipment as per IE roles including cost of GI flats (continuous earthing) etc complete. set 1Cabling Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules excluding cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 35 sq mm armourd aluminum conductor cable of suitable length as per site condition connecting EB pole and EB meter and control panel board m 30 SupplyLighting LoadSupply and completion of required house wiring for accommodating the following including DB panels, cost of wire, cost of PVC conduits, earthing etc. 1. SV lamp to be fixed on the top of control room -1no (250w)2. Industrial type tube lights inside the control room.-8 nos (40w)3. 4 Nos CFL (not exceeding 25 W) at suitable locations with fittings.4. 15 A plug and socket with control switch – 2 nos5. 5 A plug and socket with control switch – 2 nos6. Portable lamp with 25W CFL bulb and 15 M cable-1 no7. Pedestal fan -1 no The above electrical items as per IE rules includes cost of materials such as bulbs and fittings etc. Supply and delivery of silent diesel generator set of 82.5 Kva with AMF panel with suitable engine capacity conforming to relevent IS specifications, water cooled, six cylinders comprising of suitable altemator 3 phase, 0.8PF, 4 pole with panel board, digital type voltmeter, anneter, Hertz meter, kwh meter, MCCB with acoustic enclosure as per CPCP norms including cost of battery charger, cost of battery etc. complete, including cost of cabling, earthing, etc. suitable for outdoor application as per IE rules including cost of platform etc. complete. set 1<br>Air valves<br>Supply and delivery of following safety items ,including cost of same. L SI. Fire extinguisher of required capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Rubber mat to be laid in front of all the panel boards including starter panelsSupply and delivery of tools required for maintenance works including double end spanners, ring spanners, screw drivers,etc including suppley and erection of Diesel Generator"
1
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OD138782/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
1
-
-
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Appendix-11-ZONE B1A - Estimate for Mechanical Items
-
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OD138795/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 600 mm with rising spindle
1
-
-
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OD138796/2024-2025: OD113724/2024-2025 Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.80 m*1.2 m made of flats having size 50mm*10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer.
1
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OD138797/2024-2025: Design, supply, installation, testing and commissioning of 1 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 3.75m. the unit should be coated with anti corrosive paints. (Dia of well 4.50m and depth 7.80m)
1
-
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100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.
2
-
-
... More
100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II.
1
-
-
... More
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
-
-
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100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
1
-
-
... More
OD138806/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes
2
-
-
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OD138807/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling
600
-
-
... More
OD138811/2024-2025:Supply of essential spares for the smooth running of the pumping unit
1
-
-
... More
OD138813/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
3
-
-
... More
OD138814/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
3
-
-
... More
OD138822/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
45
-
-
... More
OD138815/2024-2025:Supply or required tools for normal maintenance of the pumps.
1
-
-
... More
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
0.8
-
-
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Appendix-12-ZONE B1A - Road Restoration Corporation Road
-
-
-
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
3244.3
-
-
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4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
3244.3
-
-
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5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
18694.7
-
-
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5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
18694.7
-
-
... More
5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
18694.7
-
-
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5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
18694.7
-
-
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Appendix-13(A)-PH 1 (NETWORK)-LAYING OF SEWER NETWORK-Cost of Materials
-
-
-
... More
100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
1640
-
-
... More
OD156357/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 160mm Outer Dia.
2504
-
-
... More
OD156348/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
697
-
-
... More
OD156347/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
502
-
-
... More
OD156346/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
320
-
-
... More
OD156345/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,450mm Outer Dia.
597
-
-
... More
OD156355/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 500mm Outer Dia.
18
-
-
... More
100.98.474:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 250mm.
1
-
-
... More
OD168002/2024-2025:Cost of PVC & HDPE specials (3 % cost of pipes )
340857.4
-
-
... More
Appendix-13(B)-PH 1 (NETWORK)-LAYING OF SEWER NETWORK- Working charges
-
-
-
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100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
9778
-
-
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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
3279.9
-
-
... More
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
75.74
-
-
... More
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
4877.67
-
-
... More
100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
992.82
-
-
... More
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
1219.42
-
-
... More
100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock.
248.21
-
-
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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
75.74
-
-
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
1955.6
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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
2950.8
-
-
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2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
9504
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
21783.2
-
-
... More
100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
43566.4
-
-
... More
100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
6564.8
-
-
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100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
1640
-
-
... More
OD156516/2024-2025: Laying HDPE pipes (IS :14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 160mm Nominal Outside Diameter Pipes.
2271
-
-
... More
OD156366/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 250mm Nominal Outside Diameter Pipes.
651
-
-
... More
OD156365/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 315mm Nominal Outside Diameter Pipes.
123
-
-
... More
OD156364/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 400mm Nominal Outside Diameter Pipes.
204
-
-
... More
100.31.2.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class II.
1
-
-
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4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
66.86
-
-
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5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
17.15
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
4.48
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24.96
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
4.8
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
98
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1297.8
-
-
... More
7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
9.86
-
-
... More
18.59.3:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
1
-
-
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OD138948/2024-2025: Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
80
-
-
... More
OD138955/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
100
-
-
... More
OD138951/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
100
-
-
... More
OD138954/2024-2025: Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
50
-
-
... More
OD138952/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
28
-
-
... More
OD138953/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
50
-
-
... More
OD138968/2024-2025:Micro tunneling in all classes of soil incuding laying MS pipe ( 1.2m dia ,10 mm thickness) by using Universal Navigation System (UNS) aided micro tunneling machine with all accessories such as slurry pump, feed pump, flow meter,seperation Data for 10 m length unit
1
-
-
... More
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
75
-
-
... More
100.98.1008:Engaging Coolie.
100
-
-
... More
OD158643/2024-2025:Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 400mm HDPE pipes
7
-
-
... More
OD158644/2024-2025:Construction of Anchor blocks using 1:2:4 (1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
4
-
-
... More
OD158645/2024-2025: Construction of Anchor blocks using 1:2:4 (1 cement2 coarse sand :4graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
22
-
-
... More
OD158647/2024-2025:Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size for 160 mm HDPE pipes
77
-
-
... More
APPENDIX - 13(C) - PH1-LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
-
-
-
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OD162403/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
233
-
-
... More
OD162402/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
425
-
-
... More
OD162401/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
731
-
-
... More
Appendix-14-PH1 -Construction of Pumping stations
-
-
-
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2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
143.75
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5445.8
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
2.38
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
21.85
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
29.14
-
-
... More
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
263.76
-
-
... More
OD138979/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
99.24
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.06
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
9924.3
-
-
... More
OD138993/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
1.5
-
-
... More
OD138992/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
1.5
-
-
... More
OD158976/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
1.5
-
-
... More
OD138990/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
1.5
-
-
... More
OD138989/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6.0m to 7.5m
1.5
-
-
... More
OD138988/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 7.5 m to 9.0m
0.9
-
-
... More
OD138995/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
52
-
-
... More
Appendix-15-PH1 -Compound wall with gate for Pumping stations
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
20.25
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
10.4
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.3
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
98.92
-
-
... More
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
20.25
-
-
... More
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
39.31
-
-
... More
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
360
-
-
... More
10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
500
-
-
... More
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
360
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
108
-
-
... More
13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
20
-
-
... More
Appendix-16-PH1- Construction of screen chamber and valve chamber
-
-
-
... More
OD162063/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
1.5
-
-
... More
OD162068/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
1.5
-
-
... More
OD162067/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
1.5
-
-
... More
OD162066/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
1.5
-
-
... More
OD162065/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
1.5
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.12
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
1.58
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
188.75
-
-
... More
OD139001/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
54.28
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5427.6
-
-
... More
OD139002/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
40
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5445.8
-
-
... More
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
82.5
-
-
... More
13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
48
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
179.13
-
-
... More
Appendix-17-PH 1 - Construction of valve chamber
-
-
-
... More
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
24.84
-
-
... More
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
4.97
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.63
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
59.84
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
11.94
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
955.52
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
81.96
-
-
... More
Appendix-18-PH 1 - Construction of control room and generator room
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
34.68
-
-
... More
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.31
-
-
... More
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
2.31
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
17.44
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
58.08
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.79
-
-
... More
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
70.46
-
-
... More
5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
15.49
-
-
... More
5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
14.05
-
-
... More
5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
66.74
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
3097
-
-
... More
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
17.3
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
36.75
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
330.87
-
-
... More
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
330.87
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
330.87
-
-
... More
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
330.87
-
-
... More
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
100
-
-
... More
10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
300
-
-
... More
OD139080/2024-2025: Supplying and providing aluminium window with powder coated aluminium sections for frames and shutters with 4mm thick glass
7.5
-
-
... More
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
22.8
-
-
... More
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
2.1
-
-
... More
Appendix-19-PH 1 - Providing cable trenches
-
-
-
... More
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
3.78
-
-
... More
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
3.78
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
3.78
-
-
... More
OD139082/2024-2025: OD12042/2024-2025 supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
24
-
-
... More
Appendix-20-PH 1 - Bath cum toilet
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
6.36
-
-
... More
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
5
-
-
... More
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.5
-
-
... More
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.58
-
-
... More
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
10.56
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
10.5
-
-
... More
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
2.94
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.34
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
120.96
-
-
... More
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
21
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
52.92
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
73.92
-
-
... More
11.41.1:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm.
21.2
-
-
... More
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
1.68
-
-
... More
17.7.2:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
1
-
-
... More
17.32.2:Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm
1
-
-
... More
17.2.2:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked black solid plastic seat and lid
1
-
-
... More
Appendix-21(A)-PH 1 - Pumping mains-Cost of Materials
-
-
-
... More
100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.
1000
-
-
... More
Appendix-21(B)-PH 1 - Pumping mains-Working charges
-
-
-
... More
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
230
-
-
... More
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
2000
-
-
... More
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
864
-
-
... More
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
194.4
-
-
... More
100.1.9:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock Requiring Blasting.
21.6
-
-
... More
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
600
-
-
... More
100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.
1000
-
-
... More
OD139092/2024-2025:Labour for cutting D.I. pipe with steel saw. 250 mm diameter D.I. pipe
100
-
-
... More
18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes
200
-
-
... More
100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA
1000
-
-
... More
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
15
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OD139105/2024-2025:5 OD123745/2024-2025 Horizontal Direct Drilling HDD 400mm bore along/across SH (near mooriyad bridge), conveying ,jointing and pulling 250mm MS pipe already supplied inside MS casing pipe of 400mm ,with minimum drill length of 50m and at depth not exceeding 3M tr below SH , testing the pipe line to required test pressure ,including surveying the site for collecting information about Underground utility information and other obstructions using suitable modern sensing equipment ,pit making, pilot drilling, pre reaming, closing of pit with normal soil and consolidation as directed by the departmental officers, without damaging other utility installations, Providing HDD rout markers at pit locations with provisions for extending /interconnections to the pipe lines already laid . The drilled hole shall continuously stabilized by use of a bentonite or polymer drilling fluid etc complte
25
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100.37.8.1:In situ fabrication of M.S. pipes of size 250mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
25
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100.37.8.2:Fabricating M.S. flanges of diameter 250mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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100.37.8.3:Cutting 250mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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100.37.8.4:Welding 250mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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100.37.8.5:Grinding cut and weld edges of 250mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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100.37.11.1:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
25
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100.37.11.3:Cutting 400mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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100.37.11.4:Welding 400mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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100.37.11.5:Grinding cut and weld edges of 400mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
80
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5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
19.02
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1331.33
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Appendix-22-PH 1 - Construction of manholes
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OD139112/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
40
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OD139118/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
62
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OD139114/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
27
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OD139113/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
27
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OD139115/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
8
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Appendix-23-PH 1 -Kwa connection charge .
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OD158302/2024-2025: Sewer connection charge ( Domestic).
200
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OD158301/2024-2025:Sewer connection charge ( Non-Domestic).
128
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OD158299/2024-2025: Additional length for Sewer connection for Non Dogmatic
40
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OD158300/2024-2025:Additional length for Sewer connection -Domatic
30
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Appendix-24- PH 1 -Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer &allied works complete
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OD139161/2024-2025: Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS 1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos, <br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA TPMCCB -2 Nos,(b) 150A 25KA TPMCCB- 2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary .Interlocking should be provided for standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable length as per site condition. connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.)
24
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OD139165/2024-2025:supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump .
1
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100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
1
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100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
2
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100.31.1.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class I.
2
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100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I.
1
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OD139176/2024-2025:Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
1
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OD139181/2024-2025:Supply, delivery and erecting of following safety items ,including cost of same.<br>I. Fire extinguisher of 5 Kg capacity (powder type 2 no’s)<br> II. Fire buckets with stand 5no’s<br> III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels<br>
1
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OD139182/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
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OD139183/2024-2025:Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
1
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OD139184/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc. complete .
1
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OD139189/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
1
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OD139190/2024-2025: Supply and delivery of 200 mm Non-Return valve made up of DI and ball of Aluminum with MVR coated for the common header.
1
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OD139193/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
1
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OD139194/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
1
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OD139201/2024-2025:Electro Mechanical items
1
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OD139204/2024-2025:Supply and delivery of suitable flexible joint coupling upto 200mm
1
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OD139210/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
1
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Appendix-25-PH1 -Electrical works
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OD139229/2024-2025: Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 3.5 x 35 Sq mm cable
55
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OD139228/2024-2025: Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 4 x 16 Sq mm cable
25
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OD139227/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 50 Sq mm cable
4
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OD139226/2024-2025: OD12814/2024-2025 Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards -- 3.5 x 35 Sq mm cable
6
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OD139236/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x10 mm
6
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OD139237/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4x 16 sqmm
2
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OD139235/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 3 x 1.5 Sq mm cable
100
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OD139234/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 1.5 Sq mm cable
50
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
15
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OD139252/2024-2025: Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
3
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OD139260/2024-2025:Laying Class B bricks of size 90 x 90 x 190 mm size, breadth-wise over the sand layer in the cable trench for protection of cables as per the direction of Engineer-in-charge.
40
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18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
15
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18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
2
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OD139283/2024-2025: Supplying and laying 100 mm size, DWC pipe for protection of cable as per requirement
15
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OD139354/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 300 x 50 mm size
15
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OD139353/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
15
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OD139359/2024-2025:Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber 300 x 300 x 300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and check-nuts etc. The pipe shall have 16 through holes of 12mm dia. (including all lead and lift)
6
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OD139361/2024-2025: Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 50 x 6 mm GI Strips
6
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OD139358/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 32 x 6 mm GI Strips
75
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OD139666/2024-2025: Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25 x 3mm Copper
6
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OD139673/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 6mm copper strip
18
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OD139674/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. - 4.75 mm bare GI conductor (6 SWG)
10
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OD139675/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 4.00 mm bare GI conductor (8 SWG)
60
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OD139681/2024-2025: OD13135/2024-2025 Supply, fabrication, painting including welding and cutting and installation at site of structural steel for cable tray work, supports for panels etc. including painting 2 coats of anticorrosive paint of superior quality over a coat of superior quality iron primer after rubbing and cleaning the surface as required and directed by the Engineer-in-charge of the work.
300
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OD139697/2024-2025:Providing rubber mat 1M wide and 12mm thick to withstand 15KV dielectric strength as per IS 5424 -1969.
5
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OD139696/2024-2025:Supply and fixing shock treatment chart duly mounted on wooden frame with 5mm thick glass as required. (Approximate front area 1.2 sq.m)
2
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OD139705/2024-2025: OD13179/2024-2025 Providing and fixing danger plates made of mild steel at least 2mm thick and vitreous enamelled white on both sides and with inscriptions in signal red colour on front side as required.
4
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OD139695/2024-2025:Providing First Aid Box as approved by St.John's Ambulance Brigade/Indian Red Cross conforming to IS 2217 - 1963.
2
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OD139694/2024-2025:Supplying at site rubber gloves of electrical quality tested to 5 KV with ISI mark grooved.
2
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OD139712/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Exhaust fan Point in the above system.
13
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OD139715/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .
4
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OD139714/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Independent Plug Point in the above system.
1
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OD139713/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Call Bell Point in the above system.
1
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OD139729/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Staircase Point in the above system.
1
-
-
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OD139728/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
2
-
-
... More
OD139727/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Ceiling fan Point in the above system. (for Electronic Regulator)
2
-
-
... More
OD139738/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Light Point in the above system
1
-
-
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OD139737/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs - 2 runs
60
-
-
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OD139736/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs - 4 runs
30
-
-
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OD139735/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 4sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in 2 runs
25
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-
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OD139749/2024-2025:Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc. including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required. Supply & installation of light fittings suspended on ball & socket arrangement with 19 mm down rod.1200 mm 2X20W LED Lamp with box type fixture
4
-
-
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OD139748/2024-2025:Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required. Supply & installation of light fittings on TW round block. 1200 mm 1X20W LED Lamp with box type fixture
4
-
-
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OD139764/2024-2025:Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 10 cm long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required.
4
-
-
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OD139763/2024-2025:Supply and fixing/installation testing and commissioning of angle / straight brass lined skirt type, bakelite batten holder Suitable for 8 W LED Bulb without shade including the cost of LED Bulb and giving connection etc as required
2
-
-
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OD139762/2024-2025:Supply and fixing cast aluminium elliptical shaped bulk head fitting with front clear glass, 13 W LED Bulb and mesh guard suitable for 13 W LED Bulb to wall/ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and making good the surface as required.
2
-
-
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OD139776/2024-2025: Supply, conveyance, installation, testing and commissioning of Superior quality ceiling fans 1200 mm sweep 5-star rated, using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
2
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-
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OD139778/2024-2025: Supply and providing every additional length of 20mm down rod of suitable size heavy gauge GI/WI pipe with 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS including painting as required. (for 10cms)
10
-
-
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OD139774/2024-2025:Supply, conveyance, installation, testing and commissioning of 300 mm sweep exhaust fans including making opening for providing the exhaust fan wherever required, fixing necessary bolts and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
1
-
-
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OD139783/2024-2025: Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant ) 6A modular 5 in one universal plug socket with 6A modular switch
5
-
-
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OD139798/2024-2025: OD13277/2024-2025 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 16 A modular 5 in one socket outlets and 16 A modular switche, connection etc. as required.
2
-
-
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OD139810/2024-2025: Supply and installation testing and commissioning of double door 40 Amps, 4 (8+12) way three phase dust and vermin proof enclosure MCB DB (with one number 40 Amps 4 pole MCB Isolator 415 V, 12 Nos. 6 to 20 Amps MCBs, one number 4 pole 40A-30 ma ELCB) and giving connection. including copper/brass bus bar neutral link and Din bar suitable for fixing MCB, DB isolator etc. including providing blanking plates in the blanking slots and fixed in recess including cutting hole on the wall, making good the damages, colour washing etc. as required.
1
-
-
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OD139822/2024-2025: Supply and fixing Buzzer on suitable size MS box with front hylam sheet cover and giving connection with 16/0.20mm 3 core flex wire including earthing the MS box and making good the surface
1
-
-
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OD139824/2024-2025: OD13312/2024-2025 Supply, installation/fixing, testing and commissioning industrial type 250V, 20A, 2 pole and earth SP & N GI case enclosure with 2 pole and earth plug socket with pin suitable for incorporating SP MCB (including SP MCB) on surface
2
-
-
... More
OD139825/2024-2025: Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc. complete.
6
-
-
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OD141299/2024-2025:Supply and drawing 4 mm dia (8 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
25
-
-
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OD141312/2024-2025:Supply and drawing 2 mm dia (14 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
115
-
-
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OD139829/2024-2025: Supply and laying medium gauge PVC conduit conforming to IS 9537/1983 Part III n roof slab, jointing the pipes with PVC solvent cement, tying & fixing the conduit firmly with the re-inforcement etc. as required.
115
-
-
... More
OD139830/2024-2025:8 OD13328/2024-2025 Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc for fixing on the side wall of wet well etc. complete and 6A MCB for controlling the lamp as directed by the Engineer in charge.
1
-
-
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OD176704/2024-2025:External lighting and Electrification arrangements at well sites, pump house, toilet, etc... as per the directions of site Engineer in charge.
1
-
-
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Appendix-26- PH1-Estimate for Mechanical items
-
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OD140085/2024-2025:Design, supply, installation, testing and commissioning of 2 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 3.75m. the unit should be coated with anti corrosive paints. (Dia of well 3.20m and depth 7.10 m)
1
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-
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OD140272/2024-2025:Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.70 m*1.2 m made of flats having size 50mm*10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer.
1
-
-
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OD140282/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 400 mm with rising spindle, frames, brackets, guides, stem guide, stem coupling and wall thimble duly tested for water tightness, properly seated and with manual lift mechanism, operating head stock, hand wheel fixed to the operating platform, locking arrangement painted with anti corrosion paint etc. complete as per relevant codes of practice.
1
-
-
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100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
-
-
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100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
1
-
-
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100.31.1.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class I.
2
-
-
... More
100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I.
1
-
-
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OD140323/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling joint with specials such as Tee, bend, reducers, puddle pipe, rubber gaskets, bolts, nuts, washers etc. complete.
600
-
-
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OD140114/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes and pressure rating confirming to IS 5312 (Part I) with latest amendments and fixing, jointing, aligning true to line using suitable size nuts, bolts, washers, rubber gaskets with all lead and lifts including cost of all materials labour and painting complete as per approved drawing, tender specification and as directed by the Engineer.
2
-
-
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OD140116/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
90
-
-
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OD140374/2024-2025:Supply of essential spares for the smooth running of the pumping unit
1
-
-
... More
OD140384/2024-2025:Supply or required tools for normal maintenance of the pumps.
1
-
-
... More
OD140383/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
-
-
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OD140399/2024-2025:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
0.2
-
-
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OD140123/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
3
-
-
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Appendix-27-PH 1 - Corporation Road Restoration
-
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
472.54
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4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
472.54
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5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2721.5
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5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
2362.7
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5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
2362.7
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5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
2721.5
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Appendix-28(A)-PH 2 (NETWORK) - LAYING SEWER NETWORK-Cost of Materials
-
-
-
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100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
5010
-
-
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OD156556/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 200mm Outer Dia.
11587
-
-
... More
OD156555/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
760
-
-
... More
OD156554/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
908
-
-
... More
OD156553/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
217
-
-
... More
OD156577/2024-2025:Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 560mm Outer Dia.
192
-
-
... More
OD156581/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 630mm Outer Dia.
121
-
-
... More
100.98.498:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 250mm.
2
-
-
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OD168009/2024-2025:Cost of PVC & HDPE specials (3 % cost of pipes )
762637.65
-
-
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Appendix-28(B)-PH 2 (NETWORK) - LAYING SEWER NETWORK-Working charges
-
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100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
28276
-
-
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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
10454.9
-
-
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15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
166.19
-
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
12324.81
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100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
3163.91
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100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
3081.2
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100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock.
790.98
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2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
18353.7
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
98024.4
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100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
394200
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100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
196048.8
-
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
5655.2
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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
8482.8
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100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
5010
-
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OD156589/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 200mm Nominal Outside Diameter Pipes.
8325
-
-
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OD156588/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 250mm Nominal Outside Diameter Pipes.
306
-
-
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OD156587/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 315mm Nominal Outside Diameter Pipes.
332
-
-
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OD156586/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 400mm Nominal Outside Diameter Pipes.
165
-
-
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
112
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-
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
24.34
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1460.16
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5
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-
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24.96
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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
162.59
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7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
11.16
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18.59.3:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
1
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-
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100.31.2.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class II.
2
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-
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OD139920/2024-2025: Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
40
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OD139918/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
200
-
-
... More
OD139921/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
202
-
-
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OD139916/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
200
-
-
... More
OD139915/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
200
-
-
... More
OD139917/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
200
-
-
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OD139919/2024-2025:Micro tunneling in all classes of soil incuding laying MS pipe ( 1.2m dia ,10 mm thickness) by using Universal Navigation System (UNS) aided micro tunneling machine with all accessories such as slurry pump, feed pump, flow meter,seperation Data for 10 m length unit
120
-
-
... More
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
360
-
-
... More
100.98.1008:Engaging Coolie.
300
-
-
... More
OD158693/2024-2025:Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 400mm HDPE pipes
6
-
-
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OD158694/2024-2025:Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
11
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-
... More
OD158695/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
10
-
-
... More
OD158696/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size for 200 mm HDPE pipes
278
-
-
... More
Appendix-28(C)-PH2-LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
-
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OD162415/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
3262
-
-
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OD162414/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
1030
-
-
... More
OD162413/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
52
-
-
... More
OD162539/2024-2025:Installation of HDPE -560mm-710mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in<br>corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
313
-
-
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Appendix-29- PH2 -Construction of Pumping stations
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2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
400
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5371.2
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-
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4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
3.02
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
24.49
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
32.15
-
-
... More
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
369.77
-
-
... More
OD139923/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
103.99
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-
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
10399.1
-
-
... More
OD139922/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
60
-
-
... More
OD139924/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
1.5
-
-
... More
OD139925/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
1.5
-
-
... More
OD139928/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
1.5
-
-
... More
OD139926/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
1.5
-
-
... More
OD139927/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6m to 7.5m
1.5
-
-
... More
OD162673/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 7.5 m to 9.0m
1.5
-
-
... More
OD167333/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.00m to 10.50m
0.24
-
-
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Appendix-30-PH2 -Compound wall with gate for Pumping stations
-
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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
36
-
-
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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
56.25
-
-
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50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
39.31
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
500
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
381.6
-
-
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13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
381.6
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
381.6
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-
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13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
20
-
-
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2.88
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
7.2
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.63
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
162.6
-
-
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Appendix-31-PH2 - Construction of screen chamber and Valve chamber
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OD162085/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
1.5
-
-
... More
OD162090/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
1.5
-
-
... More
OD162089/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
1.5
-
-
... More
OD162088/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
1.5
-
-
... More
OD162087/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
1.5
-
-
... More
OD162086/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x 2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 9.00m beyond initial 7.50m depth.
0.89
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.12
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
209.75
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
1.43
-
-
... More
OD140828/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
60.45
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
6044.8
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5445.8
-
-
... More
OD140839/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
40
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
215.75
-
-
... More
13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
215.75
-
-
... More
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
215.75
-
-
... More
Appendix-32-PH2 - Construction of valve chamber
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
26.64
-
-
... More
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
7.78
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.78
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
61.2
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
16.16
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
11.99
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
959.36
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
78.3
-
-
... More
OD140852/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
10
-
-
... More
Appendix-33-Construction of control room and generator room
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
34.68
-
-
... More
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.31
-
-
... More
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
2.31
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
17.44
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
58.08
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.79
-
-
... More
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
70.46
-
-
... More
5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
15.49
-
-
... More
5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
14.05
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
66.74
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
142.8
-
-
... More
50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
17.3
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
36.75
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
330.87
-
-
... More
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
330.87
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
330.87
-
-
... More
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
330.87
-
-
... More
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
100
-
-
... More
10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
300
-
-
... More
OD147734/2024-2025: Supplying and providing aluminium window with powder coated aluminium sections for frames and shutters with 4mm thick glass
7.5
-
-
... More
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
22.8
-
-
... More
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
2.1
-
-
... More
Appendix-34- PH2 - Providing cable trenches
-
-
-
... More
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
3.78
-
-
... More
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
7.56
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
3.78
-
-
... More
OD140943/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
24
-
-
... More
Appendix-35-PH2 - Bath cum toilet
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
6.34
-
-
... More
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
0.97
-
-
... More
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.57
-
-
... More
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
5.52
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
10.6
-
-
... More
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
1.38
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
110.64
-
-
... More
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
3.72
-
-
... More
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.5
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
50.76
-
-
... More
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
21.12
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
84.2
-
-
... More
11.41.1:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm.
21.2
-
-
... More
17.7.4:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
1
-
-
... More
17.18.1:Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete.10 litre capacity - White
1
-
-
... More
17.31:Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
1
-
-
... More
17.3.2:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.c. pan with ISI marked black solid plastic seat and lid
1
-
-
... More
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
1.68
-
-
... More
Appendix-36(A)-PH2 - Pumping Mains- Cost of Materials.
-
-
-
... More
100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia.
620
-
-
... More
Appendix-36(B)-PH2 - Pumping Mains- Working charges
-
-
-
... More
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
18
-
-
... More
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
620
-
-
... More
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
139.5
-
-
... More
100.1.9:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock Requiring Blasting.
15.5
-
-
... More
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
372
-
-
... More
100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
620
-
-
... More
18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe
13
-
-
... More
OD141370/2024-2025: Labour for cutting DIpipe with steel saw. 200 mm diameter DI pipe
12
-
-
... More
100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA
120
-
-
... More
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
10
-
-
... More
OD141355/2024-2025:Horizontal Direct Drilling HDD 600mm bore along/across SH (Mini bypass road-Arayidathupalam), conveying ,jointing and pulling 250mm MS pipe already supplied inside MS casing pipe of 600mm ,with minimum drill length of 50m and at depth not exceeding 3M tr below railway track (As per drawing apvd by railway authority), testing the pipe line to required test pressure ,including surveying the site for collecting information about Underground utility information and other obstructions using suitable modern sensing equipment ,pit making, pilot drilling, pre reaming, closing of pit with normal soil and consolidation as directed by the departmental officers, without damaging other utility installations, Providing HDD rout markers at pit locations with provisions for extending /interconnections to the pipe lines already laid . The drilled hole shall continuously stabilized by use of a bentonite or polymer drilling fluid etc complte
12
-
-
... More
100.37.13.2:Fabricating M.S. flanges of diameter 500mm using 16mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
12
-
-
... More
100.37.13.3:Cutting 500mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.37.13.4:Welding 500mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.37.13.5:Grinding cut and weld edges of 500mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.37.9.1:In situ fabrication of M.S. pipes of size 300mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
12
-
-
... More
100.37.9.2:Fabricating M.S. flanges of diameter 300mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.37.9.3:Cutting 300mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.37.9.4:Welding 300mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.37.9.5:Grinding cut and weld edges of 300mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
3
-
-
... More
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
60
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
80
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
18.59
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1301.09
-
-
... More
Appendix-37-PH2 - Construction of manholes
-
-
-
... More
OD141562/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
190
-
-
... More
OD163609/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
96
-
-
... More
OD141568/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
115
-
-
... More
OD141567/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
54
-
-
... More
OD163635/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
27
-
-
... More
OD163686/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 7.50m (internal diameter-1500mm)
6
-
-
... More
OD141565/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 6.50m (internal diameter-1500mm)
13
-
-
... More
Appendix-38-PH2 - KWA sewer connection charge
-
-
-
... More
OD158325/2024-2025: Sewer connection charge ( Domestic).
800
-
-
... More
OD158324/2024-2025:Sewer connection charge ( Non-Domestic).
202
-
-
... More
OD158322/2024-2025: Additional length for Sewer connection for Non Dogmatic
300
-
-
... More
OD158323/2024-2025:Additional length for Sewer connection- Domestic
200
-
-
... More
Appendix-39- PH2 - Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
-
-
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OD142150/2024-2025:Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS 1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos, <br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA TPMCCB -2 Nos,(b) 150A 25KA TPMCCB- 2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary .Interlocking should be provided for standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable length as per site condition. connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.)
40
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OD142358/2024-2025:Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump
1
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100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm.
2
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100.98.487:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm.
1
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100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I.
2
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100.31.1.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class I.
1
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OD142228/2024-2025:Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
1
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OD142227/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete
1
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OD142226/2024-2025: Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
1
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OD142085/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
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OD142386/2024-2025:Supply, delivery and erecting of following safety items ,including cost of same.<br>I. Fire extinguisher of 5 Kg capacity (powder type 2 no’s)<br> II. Fire buckets with stand 5no’s<br> III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels
1
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OD142224/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
1
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100.98.433:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 250mm.
2
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OD142236/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
1
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OD142237/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
1
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OD142351/2024-2025:Estimate for Mechanical and Allied Electrical works - ELECTRICAL PANELS AND CABLES Supply, Delivery of M.V control panel of wall mounting type made up of 14 SWG M.S Sheet of size to suit the L.T metering arrangements by KSEB. The board is to be supplied with 3 Nos of fuse carriers, MCCB with neutral and earthing arrangements as per I.E rules. Supply and delivery of floor mounting type MV control panel of vermin proof, dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalized modular type cubical. All cubical shall be constructed from 14 SWG, M.S sheet at the bottom and rear and 12 SWG M.S Sheet at front. . The interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enameled light gray shade suitable for electric applications. The panel should be supplied with 4 nos of copper bus bars of ample carrying capacity properly sleeved with respective colour codes. Set 1 Incoming 1. 150 A MCCB / 35KA with over load, short circuit protection 2. (0-500 v) Voltmeter (w) selector switch -1set3. Ammeter 0-300A with phase selector switch – 1 set 4. 3 phase / 4 wire KWH meter – 1 no5. Earth fault relay – 1 set 6. Slide locking type fuses – 1set Supply and installation of suitable starters in the above pump houseses(7). 63 A TPN MCCB for lighting control and spare – 2noN.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary(b) The supply should be terminated through A.M.F panel of Genset offered for Auto start operation during EB power failure with in 15 secs Twin earthing the plant and equipment as per IE roles including cost of GI flats (continuous earthing) etc complete. set 1Cabling Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules excluding cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 35 sq mm armourd aluminum conductor cable of suitable length as per site condition connecting EB pole and EB meter and control panel board m 30 SupplyLighting LoadSupply and completion of required house wiring for accommodating the following including DB panels, cost of wire, cost of PVC conduits, earthing etc. 1. SV lamp to be fixed on the top of control room -1no (250w)2. Industrial type tube lights inside the control room.-8 nos (40w)3. 4 Nos CFL (not exceeding 25 W) at suitable locations with fittings.4. 15 A plug and socket with control switch – 2 nos5. 5 A plug and socket with control switch – 2 nos6. Portable lamp with 25W CFL bulb and 15 M cable-1 no7. Pedestal fan -1 no <br>The above electrical items as per IE rules includes cost of materials such as bulbs and fittings etc. <br>Supply and delivery of silent diesel generator set of 82.5 Kva with AMF panel with suitable engine capacity conforming to relevent IS specifications, water cooled, six cylinders comprising of suitable altemator 3 phase, 0.8PF, 4 pole with panel board, digital type voltmeter, anneter, Hertz meter, kwh meter, MCCB with acoustic enclosure as per CPCP norms including cost of battery charger, cost of battery etc. complete, including cost of cabling, earthing, etc. suitable for outdoor application as per IE rules including cost of platform etc. complete. set 1<br>Air valves<br>Supply and delivery of following safety items ,including cost of same. L SI. Fire extinguisher of required capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Rubber mat to be laid in front of all the panel boards including starter panelsSupply and delivery of tools required for maintenance works including double end spanners, ring spanners, screw drivers,etc including suppley and erection of Diesel Generator
1
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OD142222/2024-2025:Supply and delivery of suitable flexible joint coupling upto 300mm for easy dismantling of delivery pipes and valves with tie bolts with angular deflection 5 degree
1
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OD142220/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
1
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Appendix-40-PH2 - Estimate for Mechanical Items
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OD139953/2024-2025:Design, supply, installation, testing and commissioning of 1 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 3.75m. the unit should be coated with anti corrosive paints. (Dia of well 4.50m and depth 7.80m)
1
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OD139956/2024-2025:Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.80 m*1.2 m made of flats having size 50mm*10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer.
1
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OD139959/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 600 mm with rising spindle, frames, brackets, guides, stem guide, stem coupling and wall thimble duly tested for water tightness, properly seated and with manual lift mechanism, operating head stock, hand wheel fixed to the operating platform, locking arrangement painted with anti corrosion paint etc. complete as per relevant codes of practice
1
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100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
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100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
1
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100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.
2
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100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II.
1
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OD139968/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling joint with specials such as Tee, bend, reducers, puddle pipe, rubber gaskets, bolts, nuts, washers etc. complete.
600
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OD139969/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes and pressure rating confirming to IS 5312 (Part I) with latest amendments and fixing, jointing, aligning true to line using suitable size nuts, bolts, washers, rubber gaskets with all lead and lifts including cost of all materials labour and painting complete as per approved drawing, tender specification and as directed by the Engineer.
2
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OD139971/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
45
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OD140030/2024-2025:Supply of essential spares for the smooth running of the pumping unit
1
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OD139973/2024-2025:Supply or required tools for normal maintenance of the pumps.
1
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OD139975/2024-2025:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
0.8
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OD139978/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
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OD139979/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
3
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Appendix-41-PH2 - Estimate for Electrical Items
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OD140033/2024-2025:Fabrication, supply, installation testing and commissioning of following Metering box made of stove enamelled 14 gauge CRCA sheet. The box shall be of cubicle type construction wall mounting type, weather, dust and vermin proof for out door use. The box shall house the KWH meter and CTs if any as the case may be in a separate chamber for sealing by the Power supply licensee
1
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OD140040/2024-2025: Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications -3.5 x 240 Sq mm cable (excluding the cost of forming trenches) -
55
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OD140200/2024-2025: Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications
15
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OD140041/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 3.5 x 35 Sq mm cable
50
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OD140042/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 4 x 16 Sq mm cable
25
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OD140043/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches)-4 x 10 Sq mm cable
10
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OD140045/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC
6
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OD140281/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5x95 sqmm
4
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OD140052/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards -- 3.5 x 35 Sq mm cable
4
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OD140050/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 16 Sq mm cable
2
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OD140051/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 10 Sq mm cable
2
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OD140049/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 3 x 1.5 Sq mm cable
100
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OD140187/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 1.5 Sq mm cable
50
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
15
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OD140055/2024-2025:Spreading of fine sand in cable trench of 500 mm width for a depth of 150 mm including all lead and lift as directed by the Engineer-in-charge.
3
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OD140054/2024-2025:Laying Class B bricks of size 90 x 90 x 190 mm size, breadth-wise over the sand layer in the cable trench for protection of cables as per the direction of Engineer-in-charge.
40
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OD140056/2024-2025:Supplying and laying 100 mm size, DWC pipe for protection of cable as per requirement
15
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18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
15
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18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
2
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OD140057/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
15
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OD140058/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
15
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OD140059/2024-2025:Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber 300 x 300 x 300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and check-nuts etc. The pipe shall have 16 through holes of 12mm dia. (including all lead and lift)
6
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OD140289/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 32 x 6 mm GI Strips
6
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OD140060/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 50 x 6 mm GI Strips
75
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OD140062/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 4.00 mm bare GI conductor (8 SWG)
60
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OD140063/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. - 4.75 mm bare GI conductor (6 SWG)
10
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OD140064/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 6mm copper strip
18
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OD140066/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25 x 3mm Copper
6
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OD140068/2024-2025:Supply, fabrication, painting including welding and cutting and installation at site of structural steel for cable tray work, supports for panels etc. including painting 2 coats of anticorrosive paint of superior quality over a coat of superior quality iron primer after rubbing and cleaning the surface as required and directed by the Engineer-in-charge of the work.
300
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OD140072/2024-2025:Providing rubber mat 1M wide and 12mm thick to withstand 15KV dielectric strength as per IS 5424 -1969.
5
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OD140073/2024-2025:Supply and fixing shock treatment chart duly mounted on wooden frame with 5mm thick glass as required. (Approximate front area 1.2 sq.m)
2
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OD140074/2024-2025:Providing and fixing danger plates made of mild steel at least 2mm thick and vitreous enamelled white on both sides and with inscriptions in signal red colour on front side as required.
4
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OD140076/2024-2025:Supplying at site rubber gloves of electrical quality tested to 5 KV with ISI mark grooved.
2
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OD140077/2024-2025:Providing First Aid Box as approved by St.John's Ambulance Brigade/Indian Red Cross conforming to IS 2217 - 1963.
2
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OD140078/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Light Point in the above system
1
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OD140079/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Ceiling fan Point in the above syst
2
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OD140080/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Call Bell Point in the above system.
2
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OD140081/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Independent Plug Point in the above system.
4
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OD140083/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
13
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-
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OD140416/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs - 2 runs
60
-
-
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OD140418/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs - 4 runs
30
-
-
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OD140422/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Staircase Point in the above system.
1
-
-
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OD140419/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Exhaust fan Point in the above system.
1
-
-
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OD140423/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .
4
-
-
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OD140428/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 4sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in 2 runs
25
-
-
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OD140086/2024-2025:Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc. including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required. Supply & installation of light fittings suspended on ball & socket arrangement with 19 mm down rod.1200 mm 2X20W LED Lamp with box type fixture
4
-
-
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OD140087/2024-2025:Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required. Supply & installation of light fittings on TW round block. 1200 mm 1X20W LED Lamp with box type fixture
4
-
-
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OD140111/2024-2025:Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 10 cm long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required. -2 x 10 cm
4
-
-
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OD140113/2024-2025:Supply and fixing/installation testing and commissioning of angle / straight brass lined skirt type, bakelite batten holder Suitable for 8 W LED Bulb without shade including the cost of LED Bulb and giving connection etc as required
2
-
-
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OD140115/2024-2025:Supply and fixing cast aluminium elliptical shaped bulk head fitting with front clear glass, 13 W LED Bulb and mesh guard suitable for 13 W LED Bulb to wall/ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and making good the surface as required.
2
-
-
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OD140117/2024-2025:Supply, conveyance, installation, testing and commissioning of Superior quality ceiling fans 1200 mm sweep 5-star rated, using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
2
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-
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OD140118/2024-2025:Supply and providing every additional length of 20mm down rod of suitable size heavy gauge GI/WI pipe with 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS including painting as required. (for 10cms)
10
-
-
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OD140119/2024-2025:Supply, conveyance, installation, testing and commissioning of 300 mm sweep exhaust fans including making opening for providing the exhaust fan wherever required, fixing necessary bolts and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
1
-
-
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OD140120/2024-2025:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant ) 6A modular 5 in one universal plug socket with 6A modular switch
5
-
-
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OD140121/2024-2025:Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 16 A modular 5 in one socket outlets and 16 A modular switche, connection etc. as required.
2
-
-
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OD140122/2024-2025:Supply and installation testing and commissioning of double door 40 Amps, 4 (8+12) way three phase dust and vermin proof enclosure MCB DB (with one number 40 Amps 4 pole MCB Isolator 415 V, 12 Nos. 6 to 20 Amps MCBs, one number 4 pole 40A-30 ma ELCB) and giving connection. including copper/brass bus bar neutral link and Din bar suitable for fixing MCB, DB isolator etc. including providing blanking plates in the blanking slots and fixed in recess including cutting hole on the wall, making good the damages, colour washing etc. as required.
1
-
-
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OD140125/2024-2025:Supply and fixing Buzzer on suitable size MS box with front hylam sheet cover and giving connection with 16/0.20mm 3 core flex wire including earthing the MS box and making good the surface
1
-
-
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OD140126/2024-2025:Supply, installation/fixing, testing and commissioning industrial type 250V, 20A, 2 pole and earth SP & N GI case enclosure with 2 pole and earth plug socket with pin suitable for incorporating SP MCB (including SP MCB) on surface
2
-
-
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OD140128/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc. complete.
6
-
-
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OD140129/2024-2025:Supply and drawing 4 mm dia (8 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
25
-
-
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OD140130/2024-2025:Supply and drawing 2 mm dia (14 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
115
-
-
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OD140131/2024-2025:Supply and laying medium gauge PVC conduit conforming to IS 9537/1983 Part III n roof slab, jointing the pipes with PVC solvent cement, tying & fixing the conduit firmly with the re-inforcement etc. as required.
115
-
-
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OD140134/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc for fixing on the side wall of wet well etc. complete and 6A MCB for controlling the lamp as directed by the Engineer in charge
1
-
-
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OD176708/2024-2025:External lighting and Electrification arrangements at well sites, pump house, toilet, etc... as per the directions of site Engineer in charge.
1
-
-
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Appendix-42-PH2 - Corporation Road Restoration work
-
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
1466.58
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4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
1466.58
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5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
7332.9
-
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5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7332.9
-
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5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
8449.5
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5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
8449.5
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Appendix-43(A)- PH 3 LAYING OF SEWER NETWORK-Cost of Materials
-
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100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
3490
-
-
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OD156638/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 200mm Outer Dia.
5620
-
-
... More
OD156637/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
924
-
-
... More
OD156636/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
298
-
-
... More
OD156635/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
1131
-
-
... More
OD156634/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,450mm Outer Dia.
516
-
-
... More
OD156633/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 630mm Outer Dia.
908
-
-
... More
100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
1
-
-
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OD168014/2024-2025:Cost of PVC & HDPE specials (3 % cost of pipes )
975202.62
-
-
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Appendix-43(B)- PH 3 LAYING OF SEWER NETWORK-Working Charges
-
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100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
17784
-
-
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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
7024.3
-
-
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15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
231.57
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
8179.89
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100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
1948.79
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100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
2044.97
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100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock.
487.2
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100.3.6.1:Earthwork in open well excavation (above water) for wells of diameter above 3.5m and up to 6.0m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking.
714.2
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2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
12783.6
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
3556.8
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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
5335.2
-
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
65349.6
-
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100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
130699.2
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100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
26259.2
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100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
3490
-
-
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OD156654/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 200mm Nominal Outside Diameter Pipes.
4080
-
-
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OD156653/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 250mm Nominal Outside Diameter Pipes.
524
-
-
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OD156652/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 315mm Nominal Outside Diameter Pipes.
209
-
-
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OD156651/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 400mm Nominal Outside Diameter Pipes.
26
-
-
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OD156649/2024-2025: Laying HDPE pipes (IS : 14333) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 630mm Nominal Outside Diameter Pipes.
563
-
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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
110.06
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7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
11.16
-
-
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
156
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-
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24.96
-
-
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
4.8
-
-
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
30.15
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1808.76
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16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
110
-
-
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100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
750
-
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16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
88
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-
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100.98.1008:Engaging Coolie.
270
-
-
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100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I.
1
-
-
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18.59.3:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
1
-
-
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OD141929/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
150
-
-
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OD141926/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
150
-
-
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OD141928/2024-2025: Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
150
-
-
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OD141939/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
98
-
-
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OD141927/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
150
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OD141931/2024-2025:Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
16
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-
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OD141932/2024-2025:Micro tunneling in all classes of soil incuding laying MS pipe ( 1.2m dia ,10 mm thickness) by using Universal Navigation System (UNS) aided micro tunneling machine with all accessories such as slurry pump, feed pump, flow meter,seperation Data for 10 m length unit
1
-
-
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OD158753/2024-2025:Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 630mm HDPE pipes
19
-
-
... More
OD158756/2024-2025:Construction of Anchor blocks using1:2:4 :(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
7
-
-
... More
OD158757/2024-2025: Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
18
-
-
... More
OD158758/2024-2025: Construction of Anchor blocks using 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size for 200 mm HDPE pipes
136
-
-
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Appendix-43(C) - PH3-LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
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OD162561/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
1540
-
-
... More
OD162560/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
489
-
-
... More
OD162559/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
1621
-
-
... More
OD162562/2024-2025:Installation of HDPE -560mm-710mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in<br>corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
345
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-
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Appendix-44-PH 3 CONSTRUCTION OF PUMPING STATIONS
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2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
400
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
5.82
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5595
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
29.39
-
-
... More
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
461.14
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
44.16
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
14.4
-
-
... More
OD142015/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
68
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
6800.3
-
-
... More
OD141983/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
80
-
-
... More
OD141988/2024-2025:Sinking wells above up to 6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
1.5
-
-
... More
OD141987/2024-2025:Sinking wells above up to 6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
1.5
-
-
... More
OD141986/2024-2025:Sinking wells above up to6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
1.5
-
-
... More
OD141985/2024-2025:Sinking wells above up to6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
1.5
-
-
... More
OD142053/2024-2025:Sinking wells above up to6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6m to 7.5m
1.5
-
-
... More
OD142034/2024-2025:Sinking wells above up to 6.00 m dia. and up to9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto7.5m to 9m
0.39
-
-
... More
OD176565/2024-2025: Sinking wells above up to 6.00 m dia. and up to9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.00m to 10.5m
1.49
-
-
... More
Appendix-45-PH 3 CONSTRUCTION OF SCREEN CHAMBER AND VALVE CHAMBER
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OD162104/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
1.5
-
-
... More
OD162109/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
1.5
-
-
... More
OD162108/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
1.5
-
-
... More
OD162107/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
1.5
-
-
... More
OD162106/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
1.5
-
-
... More
OD162105/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x 2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 9.00m beyond initial 7.50m depth.
1.02
-
-
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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
20
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-
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4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1.12
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
208.49
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
1.43
-
-
... More
OD142367/2024-2025: Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
65.63
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
6563.3
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5445.8
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
215.55
-
-
... More
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
215.55
-
-
... More
13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
215.55
-
-
... More
OD142366/2024-2025: Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
20
-
-
... More
Appendix-46-PH 3 CONSTRUCTION OF VALVE CHAMBER
-
-
-
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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
32.04
-
-
... More
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
9.94
-
-
... More
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
2.14
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
92.88
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
21.36
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
16.06
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1284.48
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
59.76
-
-
... More
OD142409/2024-2025: Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
10
-
-
... More
Appendix-47-PH 3 CONSTRUCTION OF CONTROL ROOM AND GENERATOR ROOM
-
-
-
... More
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
34.68
-
-
... More
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.31
-
-
... More
5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
15.49
-
-
... More
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
2.31
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
17.44
-
-
... More
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
70.46
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.79
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
58.08
-
-
... More
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
330.87
-
-
... More
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
330.87
-
-
... More
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
22.8
-
-
... More
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
330.87
-
-
... More
5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
14.05
-
-
... More
5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
66.74
-
-
... More
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
17.3
-
-
... More
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
36.75
-
-
... More
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
330.87
-
-
... More
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
100
-
-
... More
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
2.1
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1692.1
-
-
... More
OD149524/2024-2025: Supplying and providing aluminium window with powder coated aluminium sections for frames and shutters with 4mm thick glass
7.5
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-
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
300
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-
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Appendix-48- PH 3 PROVIDING CABLE TRENCHES
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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
3.78
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
3.78
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13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
3.78
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OD142574/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
24
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-
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Appendix-49-PH 3 BATH CUM TOILET
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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
3.35
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-
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4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
0.56
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-
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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.23
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-
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50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
4.15
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.88
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-
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
10.5
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-
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.76
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-
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
140.64
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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.5
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13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
52.92
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13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
21
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13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
73.92
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13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
3.36
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-
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13.33.2:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing
4.86
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11.41.1:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm.
21.2
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10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
1.68
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-
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17.25.1:Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:Flat back wash basin of size 630x450 mm
1
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-
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17.31:Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
1
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17.18.1:Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete.10 litre capacity - White
1
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17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid
1
-
-
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18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
1
-
-
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18.9.5:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work40 mm nominal outer dia pipes
18
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Appendix-50(A)-PH 3 PUMPING MAINS-Cost of Materials
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100.98.122:Supply of DI K9 Pipe Conforming to IS 8329/2000, 450mm Dia.
1800
-
-
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Appendix-50(B)--PH 3 PUMPING MAINS-Working charges
-
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
3024
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100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
680.4
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100.1.9:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock Requiring Blasting.
75.6
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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
1080
-
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
720
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-
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100.7.4:Bailing out water with engine and pump set above 20HP up to 30HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
5000
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100.14.8:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 450mm diameter Ductile Iron Class K-9 Pipes.
1800
-
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18.70.8:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:450 mm dia pipes
360
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OD142701/2024-2025: Labour for cutting D.I. pipe with steel saw. 450 mm diameter D.I. pipe
50
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100.35.8:Testing 450mm DI/CI pipeline with potable water to the required test pressure. 450 mm dia Observed Data derived from item no.1027 of PHED DATA
1800
-
-
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OD142711/2024-2025:5 OD123745/2024-2025 Horizontal Direct Drilling HDD 400mm bore along/across SH (near mooriyad bridge), conveying ,jointing and pulling 250mm MS pipe already supplied inside MS casing pipe of 400mm ,with minimum drill length of 50m and at depth not exceeding 3M tr below SH , testing the pipe line to required test pressure ,including surveying the site for collecting information about Underground utility information and other obstructions using suitable modern sensing equipment ,pit making, pilot drilling, pre reaming, closing of pit with normal soil and consolidation as directed by the departmental officers, without damaging other utility installations, Providing HDD rout markers at pit locations with provisions for extending /interconnections to the pipe lines already laid . The drilled hole shall continuously stabilized by use of a bentonite or polymer drilling fluid etc complte
120
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100.37.12.1:In situ fabrication of M.S. pipes of size 450mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
120
-
-
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100.37.12.2:Fabricating M.S. flanges of diameter 450mm using 16mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
48
-
-
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100.37.12.3:Cutting 450mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.37.12.4:Welding 450mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.37.12.5:Grinding cut and weld edges of 450mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
-
-
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100.37.14.1:In situ fabrication of M.S. pipes of size 600mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
120
-
-
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100.37.14.3:Cutting 600mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
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-
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100.37.14.4:Welding 600mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
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-
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100.37.14.5:Grinding cut and weld edges of 600mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
24
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-
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
80
-
-
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
16.82
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
16.82
-
-
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100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
375
-
-
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Appendix-51-PH 3 CONSTRUCTION OF MANHOLES
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OD142749/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
136
-
-
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OD142757/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
77
-
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OD142736/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
71
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OD142735/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
25
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OD142746/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 6.50m (internal diameter-1500mm)
7
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OD142745/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
33
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Appendix- 53 - PH3 - Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
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OD142644/2024-2025:Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller and suitable squiral cage induction motor to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. Motor control Panel: Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition;Suitable capacity MCCB as incomer, Outgoing;(i): 200A TP MCCB to control the submersible non clog sewerarge pump set-2Nos (inter locked with each other), (b). 160 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel- 1No.(d)32A TP MCCB spare -1No.; Suitable fully automatic soft starter with integrated bypass contactor and main contactor of reputed make Starting current shall be limited to less than 3 times FLC- N.B: (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary. . (b) Interlocking should be provided for standby pump sets; Cabling ; Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets through starter control board as per site condition.connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.) -2 nos pumpsets (1 stand by)
130
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OD142390/2024-2025:Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump
1
-
-
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100.98.488:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm.
2
-
-
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100.98.490:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 450mm.
1
-
-
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OD142410/2024-2025:Supply and delivery of 350 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
2
-
-
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OD142417/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete
1
-
-
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OD142416/2024-2025: Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
1
-
-
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OD142411/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
-
-
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OD142418/2024-2025:Supply, delivery and erecting of following safety items ,including cost of same.<br>I. Fire extinguisher of 5 Kg capacity (powder type 2 no’s)<br> II. Fire buckets with stand 5no’s<br> III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels
1
-
-
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OD142415/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
1
-
-
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OD142573/2024-2025:Supply and delivery of 350 mm Non-Return valve made up of DI and ball of Aluminum with MVR coated for the common header.
2
-
-
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OD142414/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
1
-
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100.31.1.8:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 350mm diameter, Class I.
2
-
-
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100.31.1.10:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 450mm diameter, Class I.
1
-
-
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OD142683/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
1
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OD142391/2024-2025:Estimate for Mechanical and Allied Electrical works - ELECTRICAL PANELS AND CABLES Supply, Delivery of M.V control panel of wall mounting type made up of 14 SWG M.S Sheet of size to suit the L.T metering arrangements by KSEB. The board is to be supplied with 3 Nos of fuse carriers, MCCB with neutral and earthing arrangements as per I.E rules. Supply and delivery of floor mounting type MV control panel of vermin proof, dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalized modular type cubical. All cubical shall be constructed from 14 SWG, M.S sheet at the bottom and rear and 12 SWG M.S Sheet at front. . The interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enameled light gray shade suitable for electric applications. The panel should be supplied with 4 nos of copper bus bars of ample carrying capacity properly sleeved with respective colour codes. Set 1 Incoming 1. 150 A MCCB / 35KA with over load, short circuit protection 2. (0-500 v) Voltmeter (w) selector switch -1set3. Ammeter 0-300A with phase selector switch – 1 set 4. 3 phase / 4 wire KWH meter – 1 no5. Earth fault relay – 1 set 6. Slide locking type fuses – 1set Supply and installation of suitable starters in the above pump houseses(7). 63 A TPN MCCB for lighting control and spare – 2noN.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary(b) The supply should be terminated through A.M.F panel of Genset offered for Auto start operation during EB power failure with in 15 secs Twin earthing the plant and equipment as per IE roles including cost of GI flats (continuous earthing) etc complete. set 1Cabling Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules excluding cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 35 sq mm armourd aluminum conductor cable of suitable length as per site condition connecting EB pole and EB meter and control panel board m 30 SupplyLighting LoadSupply and completion of required house wiring for accommodating the following including DB panels, cost of wire, cost of PVC conduits, earthing etc. 1. SV lamp to be fixed on the top of control room -1no (250w)2. Industrial type tube lights inside the control room.-8 nos (40w)3. 4 Nos CFL (not exceeding 25 W) at suitable locations with fittings.4. 15 A plug and socket with control switch – 2 nos5. 5 A plug and socket with control switch – 2 nos6. Portable lamp with 25W CFL bulb and 15 M cable-1 no7. Pedestal fan -1 no <br>The above electrical items as per IE rules includes cost of materials such as bulbs and fittings etc. <br>Supply and delivery of silent diesel generator set of 82.5 Kva with AMF panel with suitable engine capacity conforming to relevent IS specifications, water cooled, six cylinders comprising of suitable altemator 3 phase, 0.8PF, 4 pole with panel board, digital type voltmeter, anneter, Hertz meter, kwh meter, MCCB with acoustic enclosure as per CPCP norms including cost of battery charger, cost of battery etc. complete, including cost of cabling, earthing, etc. suitable for outdoor application as per IE rules including cost of platform etc. complete. set 1<br>Air valves<br>Supply and delivery of following safety items ,including cost of same. L SI. Fire extinguisher of required capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Rubber mat to be laid in front of all the panel boards including starter panelsSupply and delivery of tools required for maintenance works including double end spanners, ring spanners, screw drivers,etc including suppley and erection of Diesel Generator
1
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OD142413/2024-2025:Supply and delivery of suitable flexible joint coupling upto 450mm for easy dismantling of delivery pipes and valves with tie bolts with angular deflection 5 degree
1
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OD142412/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
1
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Appendix-54-PH3 - Estimate for Mechanical Items
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OD140438/2024-2025:Design, supply, installation, testing and commissioning of 2 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 7.50m. the unit should be coated with anti corrosive paints. (Dia of well 6m and depth 8.50m)
1
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OD140478/2024-2025:Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.95 m*1.4 m made of flats having size 50mm*10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer
1
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OD140485/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 600 mm with rising spindle, frames, brackets, guides, stem guide, stem coupling and wall thimble duly tested for water tightness, properly seated and with manual lift mechanism, operating head stock, hand wheel fixed to the operating platform, locking arrangement painted with anti corrosion paint etc. complete as per relevant codes of practice
1
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100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.
3
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100.31.2.10:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 450mm diameter, Class II.
1
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100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
3
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100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm.
1
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OD140515/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling joint with specials such as Tee, bend, reducers, puddle pipe, rubber gaskets, bolts, nuts, washers etc. complete.
1250
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OD140524/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes and pressure rating confirming to IS 5312 (Part I) with latest amendments and fixing, jointing, aligning true to line using suitable size nuts, bolts, washers, rubber gaskets with all lead and lifts including cost of all materials labour and painting complete as per approved drawing, tender specification and as directed by the Engineer.
3
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OD140535/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
60
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OD140547/2024-2025:Supply of essential spares for the smooth running of the pumping unit
1
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OD140546/2024-2025:Supply or required tools for normal maintenance of the pumps.
1
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OD140556/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1
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OD140667/2024-2025:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
1.25
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OD140673/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
4
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Appendix-55-PH3- Estimate for Electrical Items
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OD140966/2024-2025:Supply, Delivery at site, Laying in already made trenches/Pipes (including taking to the top of DPs/Single pole/inside panels etc.,), testing and commissioning of 11000 Volts, 3 x 240 mm2 XLPE insulated, PVC sheathed underground cable As per standards and as directed by the Engineer-in-charge.
100
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OD140972/2024-2025:Supply & Delivery at site heat shrinkable type out-door cable end termination kit for 11 KV cables, doing end terminations of cables and connecting the ends to the line/bus etc. as the case may be (including supply of all required materials for jointing) and testing and commissioning as per specifications and as directed by the Engineer-in charge.
1
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OD140987/2024-2025:Supply & Delivery at site heat shrinkable type out-door cable end termination kit for 11 KV cables, doing end terminations of cables and connecting the ends to the line/bus etc. as the case may be (including supply of all required materials for jointing) and testing and commissioning as per specifications and as directed by the Engineer-in charge.
1
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OD141004/2024-2025:Supply, Delivery at site, erection/installation, testing and commissioning of Unitised Substation (USS) consisting of 315 KVA, 11000/433 Volts, 50 Hz, Dry type (Cast resin type) indoor distribution transformer and 11 KV SFU as incomer and 630A 4P MCCB 50kA as out going as per the specifications and as directed by the Engineer-in-charge.
1
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OD141013/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches)- 3.5 x 300 Sq mm cable
30
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OD141025/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications -3.5 x 240 Sq mm cable (excluding the cost of forming trenches) -
110
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OD141029/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications - 3.5 x 185 Sq mm cable (excluding the cost of forming trenches)
75
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OD140539/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 4 x 16 Sq mm cable
25
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OD140526/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches)-4 x 10 Sq mm cable
10
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OD141037/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 16 Sq mm cable
2
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OD140545/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 10 Sq mm cable
2
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OD140550/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 3 x 1.5 Sq mm cable
100
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OD140533/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 1.5 Sq mm cable
50
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OD141047/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 2.5 Sq mm cable
50
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OD141064/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 2 x 2.5 Sq mm cable
100
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
30
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OD141262/2024-2025:Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
3
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OD140954/2024-2025:Laying Class B bricks of size 90 x 90 x 190 mm size, breadth-wise over the sand layer in the cable trench for protection of cables as per the direction of Engineer-in-charge.
80
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18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
15
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18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
2
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OD140874/2024-2025:Supplying and laying 100 mm size, DWC pipe for protection of cable as per requirement
15
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OD140885/2024-2025: Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 300 x 50 mm size
15
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OD140886/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
15
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OD141242/2024-2025:Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber 300 x 300 x 300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and check-nuts etc. The pipe shall have 16 through holes of 12mm dia. (including all lead and lift)
6
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OD140704/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 32 x 6 mm GI Strips
6
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OD140901/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 50 x 6 mm GI Strips
75
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OD140858/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 4.00 mm bare GI conductor (8 SWG)
60
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OD140854/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. - 4.75 mm bare GI conductor (6 SWG)
10
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OD140851/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 6mm copper strip
20
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OD140853/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25 x 3mm Copper
6
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OD140921/2024-2025:Supply, fabrication, painting including welding and cutting and installation at site of structural steel for cable tray work, supports for panels etc. including painting 2 coats of anticorrosive paint of superior quality over a coat of superior quality iron primer after rubbing and cleaning the surface as required and directed by the Engineer-in-charge of the work.
300
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OD141002/2024-2025:Providing rubber mat 1M wide and 12mm thick to withstand 15KV dielectric strength as per IS 5424 -1969.
5
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OD141000/2024-2025:Supply and fixing shock treatment chart duly mounted on wooden frame with 5mm thick glass as required. (Approximate front area 1.2 sq.m)
2
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OD140999/2024-2025:Providing and fixing danger plates made of mild steel at least 2mm thick and vitreous enamelled white on both sides and with inscriptions in signal red colour on front side as required.
4
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OD141006/2024-2025:Providing First Aid Box as approved by St.John's Ambulance Brigade/Indian Red Cross conforming to IS 2217 - 1963.
2
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OD141003/2024-2025:Supplying at site rubber gloves of electrical quality tested to 5 KV with ISI mark grooved.
2
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OD141040/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
13
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OD141032/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .
4
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OD141039/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Independent Plug Point in the above system.
1
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OD141031/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Call Bell Point in the above system.
1
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OD141007/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Staircase Point in the above system.
1
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OD141078/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
2
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OD141033/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Ceiling fan Point in the above syst
2
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OD141079/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials
1
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OD141152/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs - 2 runs
60
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OD141151/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs - 4 runs
30
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OD141145/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 4sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in 2 runs
25
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OD141207/2024-2025:Supply and fixing/installation testing and commissioning of angle / straight brass lined skirt type, bakelite batten holder Suitable for 8 W LED Bulb without shade including the cost of LED Bulb and giving connection etc as required
2
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OD141182/2024-2025:Supply and fixing cast aluminium elliptical shaped bulk head fitting with front clear glass, 13 W LED Bulb and mesh guard suitable for 13 W LED Bulb to wall/ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and making good the surface as required.
2
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OD141267/2024-2025:Supply, conveyance, installation, testing and commissioning of Superior quality ceiling fans 1200 mm sweep 5-star rated, using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
2
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OD141157/2024-2025:Supply and providing every additional length of 20mm down rod of suitable size heavy gauge GI/WI pipe with 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS including painting as required. (for 10cms)
10
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OD141149/2024-2025:Supply, conveyance, installation, testing and commissioning of 300 mm sweep exhaust fans including making opening for providing the exhaust fan wherever required, fixing necessary bolts and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
1
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OD141148/2024-2025:Supply and installation testing and commissioning of double door 40 Amps, 4 (8+12) way three phase dust and vermin proof enclosure MCB DB (with one number 40 Amps 4 pole MCB Isolator 415 V, 12 Nos. 6 to 20 Amps MCBs, one number 4 pole 40A-30 ma ELCB) and giving connection. including copper/brass bus bar neutral link and Din bar suitable for fixing MCB, DB isolator etc. including providing blanking plates in the blanking slots and fixed in recess including cutting hole on the wall, making good the damages, colour washing etc. as required.
1
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OD141164/2024-2025:Supply and fixing Buzzer on suitable size MS box with front hylam sheet cover and giving connection with 16/0.20mm 3 core flex wire including earthing the MS box and making good the surface
1
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OD140931/2024-2025:Supply, installation/fixing, testing and commissioning industrial type 250V, 20A, 2 pole and earth SP & N GI case enclosure with 2 pole and earth plug socket with pin suitable for incorporating SP MCB (including SP MCB) on surface
2
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OD140913/2024-2025:Supply and drawing 4 mm dia (8 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
25
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OD140905/2024-2025:Supply and drawing 2 mm dia (14 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
115
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OD140902/2024-2025:Supply and laying medium gauge PVC conduit conforming to IS 9537/1983 Part III n roof slab, jointing the pipes with PVC solvent cement, tying & fixing the conduit firmly with the re-inforcement etc. as required.
115
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OD140696/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 4 x 2.5 Sq mm cable
100
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OD140695/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 2 x 2.5 Sq mm cable
100
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OD140694/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 4 x 1.5 Sq mm cable
150
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OD140693/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 3 x 1.5 Sq mm cable
120
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OD140862/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 185 Sq mm cable
6
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OD140850/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 240 Sq mm cable
12
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OD140848/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 300 Sq mm cable
8
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OD140845/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc for fixing on the side wall of wet well etc. complete and 6A MCB for controlling the lamp as directed by the Engineer in charge.
1
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OD140841/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc. complete.
6
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OD140835/2024-2025:Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 16 A modular 5 in one socket outlets and 16 A modular switche, connection etc. as required.
2
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OD140834/2024-2025:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant ) 6A modular 5 in one universal plug socket with 6A modular switch
5
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OD140832/2024-2025:Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 10 cm long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required. -2 x 10 cm
4
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OD140829/2024-2025:Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc. including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required. Supply & installation of light fittings suspended on ball & socket arrangement with 19 mm down rod.1200 mm 2X20W LED Lamp with box type fixture
4
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OD140660/2024-2025:Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required. Supply & installation of light fittings on TW round block. 1200 mm 1X20W LED Lamp with box type fixture
4
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OD176709/2024-2025:External lighting and Electrification arrangements at well sites, pump house, toilet, etc... as per the directions of site Engineer in charge.
1
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Appendix -56- PH 3 CORPORATION ROAD RESTORATION WORK OF SEWER AND PUMPING MAINS
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
614.9
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4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
614.58
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5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
3074.5
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5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
3201.5
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5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
3543.7
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5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
3543.7
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Appendix -57-APPENDIX E - Additional works for balance Manhole raising, Finding out the covered manholes due to tarring and Road Restoration charges and allied works (PH1,PH2,PH3)
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15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
467.41
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100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
4620
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
214.12
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4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
46.74
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OD148022/2024-2025:supply of manhole cover with frame heavy duty
233
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OD148026/2024-2025: conveying and fixing 600 mm dia man hole cover frame and ( taking manhole cover from the existing man hole cover and fixing new frame ) etc complete
233
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100.98.1008:Engaging Coolie.
446
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
141.3
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
400
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100.47.3.4:Leak rectification work in 160mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: C.I.R. Jointing.
50
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100.49.1.3:Rectification of joint leakages in 200mm D.I. Pipe (cutting, removing and laying back a length of 1.0m from one side of the joint) including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, by cutting and removing a portion of pipe from the damaged joint without causing any damages to the remaining portion of the line and specials and replacing the pipe with mechanical and tyton joint after cleaning the ends, centering the pipe, providing the joints, testing the line to the required test pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of hire and conveyance of tools, plants and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc., complete.
50
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Design Vetting, Mapping & Geotagging of STP & Network.
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OD176688/2024-2025:Design and Vetting charges for Sewerage network of length 49.75Km, design of sewage collection well, Pump house, Manholes, Stilling chamber, Compound wall, Retaining wall, Sewerage pump etc.. including Soil investigation etc. complete.
1
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OD176689/2024-2025:Geotagging of sewage manholes and sewage collection well and pump house and preparing as laid drawings as per the direction of departmental officers.
6207
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OD176691/2024-2025:Mapping of Network area and Sewer connection using GIS
56
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