Kochi Metro Rail Limited Tender
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Costs
EMD
₹ 29,00,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMRL_668833_1Bid Award Id
ViewTender No
KMRL/PROC/TENDER/2023-24/341Tender Authority
Kochi Metro Rail Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
od333445/2023_2024 : Charges for rent for inland boat with full crews and fuel charges
4
-
-
od333446/2023_2024 : Transportation charges/mobilization charges for the vessels, dinghy, vehicle from the anchoring place or head quarters to the survey site
10
-
-
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
1102.5
-
-
od333442/2023_2024 : Designing, undertaking design vetting by approved institutes of repute, obtaining design approval from KMRL, fabricating, driving and securing modular cantilever MS sheet shoring in excavation areas as shown in reference drawing no.IURWTS-WT2024-MAR-CIVIL-10902 using 6mm thick MS sheet and necessary ISMB sections for a retention depth up to 4.5m measured from ground level, driving the modules vertically in required lines, position and levels as per the approved design using suitable equipment including the cost of material, consumables, conveyance, labour, charges for driving equipment, staging, platform etc., pulling out the shoring after use and repairing them for subsequent re-use including all necessary tools and tackles necessary for completing the work all complete as per the directions of the Engineer-in-Charge. Only the soil retention surface area to be measured.
4569
-
-
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)
320.2
-
-
15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
450
-
-
od333448/2023_2024 : Demolishing existing shore protection walls in a canal made of stone random rubble masonry works in cement mortar manually/by mechanical means up to a depth of 1.20m Chart Datum including stacking of serviceable material within 100m lead and disposal of unserviceable material within 100 metres lead, all complete as per direction of Engineer -in- Charge.
751.5
-
-
od333449/2023_2024 : Demolishing existing shore protection walls in a canal made of stone random rubble masonry works in cement mortar manually/by mechanical means below 1.2m CD up to a depth of -1.50m Chart Datum (within tidal zone) including stacking of serviceable material within 100m lead and disposal of unserviceable material within 100 metres lead, all complete as per direction of Engineer -in- Charge.
2349.2
-
-
od333450/2023_2024 : Providing ring bund to serve the purpose of cofferdam made with earth filled gunny bags to achieve minimum top width of 1.0m and minimum bottom width of 2.0m and vertical height up to 2.0 m and filling in the gaps between with earth to form ring bund and maintaining the same including arrangements for bailing out of water/slush/sludge etc till the completion of the work and clearing the site by dismantling and disposing the bund after completion of the work etc all complete
1200
-
-
od333453/2023_2024 : Dismantling of barbed wire fencing/ wire mesh fencing including post, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 meters, stacking serviceable materials and unserviceable materials separately
75
-
-
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)
37.5
-
-
od333444/2023_2024 : Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with departmental stone with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge
120
-
-
od361915/2023_2024 : DR with available Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using available rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Engineer in Charge at site
120
-
-
od361916/2023_2024 : RR with available stone - Random rubble masonry using available rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 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).
1443
-
-
7.35 : Extra for laying stone work in or under foul position.
1697.4
-
-
5.32 : Extra for laying reinforced cement concrete in or under foul positions.
509.7
-
-
od333451/2023_2024 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 6kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
500
-
-
od338588/2023_2024 : Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
1206
-
-
od333455/2023_2024 : Supplying, stacking and driving down coconut piles of girth not less than 25cm (measured 1m from the fatter edge) and straight length not less than 7m to required lines, spacing and levels through various strata in a sewage canal below the chart datum level as shown in the drawings including the cost of material, consumables, conveyance, labour, charges for driving equipment, staging, platform etc. all necessary tools and tackles necessary for completing the work all complete as per the directions of the Engineer-in-Charge.
14140
-
-
od342901/2023_2024 : Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 30 km for all lifts, complete as per directions of Engineer-in-charge.<br>Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
511
-
-
od342915/2023_2024 : Earth work in or under water excavation by mechanical means (Hydraulic excavator with Pontoon)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including cleaning, stacking of excavated earth and other dredged materials near the canal bank or on available land over polythene sheets to segregate and dry and conveying the segregated silt to KEIL/Brahmapuram (Approx. 25km) by truck (the materials needs to be covered above and below inside the truck/lorry in order to ensure non spillage along the road) after removal of water hyacinth and weeds, thick and thorny floating jungles, plastics and other solid waste, shifting the mechanical equipment to cross over the obstructions as directed by the department officers at site etc. complete.
2062.5
-
-
od333438/2023_2024 : Segregation of water hyacinth including weeds, thick and thorny floating jungles, plastic and other materials from the dredged material and conveying the same to KEIL/Brahmapuram (Approx. 25km) by truck (the materials needs to be covered above and below inside the truck/lorry in order to ensure non spillage along the road.) as directed by the department officers at site etc. complete (Disposal charges at KEIL/ Brahmapuram to be borne by the contractor)
75
-
-
od333447/2023_2024 : Construction of weir including designing, undertaking design vetting by approved institutes of repute, obtaining design approval from KMRL, and executing the work as per the approved design using suitable equipment including the cost of material, consumables, conveyance, labour, charges for driving equipment, staging, platform etc. all complete as per the directions of the Engineer-in-Charge.
1
-
-
4.1.A.1 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 br Grading-I - Plant Mix Method
481.88
-
-
od333440/2023_2024 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
825
-
-
4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
220.5
-
-
5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
1102.5
-
-
5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1102.5
-
-
5.4.1 : Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. br Grading - I (37.5 mm Nominal Size)br
88.2
-
-
5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)br
44.1
-
-
8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
190
-
-
8.4.6 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.br 60 cm x 60 cm square
12
-
-
16.62 : Providing and applying 2.5 mm thick road marking strips ( retro - reflective ) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of Engineer - incharge and accordance with applicable specifications .
334.5
-
-
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
5852.01
-
-
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
105.68
-
-
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
1838.07
-
-
od333336/2023_2024 : Boring, providing and installing sand piles of 100mm dia and specified length, including the cost of concrete cone, sand and 6mm aggregate in 1:6 ratio including the cost labour, materials, boring, with necessary temporary casing of appropriate length all work complete, as directed by engineer in charge: 100mm dia sand pile
3258
-
-
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.
950
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
3082.55
-
-
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)
341.3
-
-
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
234.31
-
-
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
58.35
-
-
16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
45.3
-
-
od333345/2023_2024 : Providing and laying Pre- Cast Drain, Tree pits on planter box or similar items with M25 grade design mix concrete(330kg/cum) (rate including admixture) as per the design approved by Engineer in Charge including loading, unloading, placing in position wrt the line and level over 50mm thick M. Sand bed, jointing with 1:3 cement mortar. The rate includes all shuttering/fabrication charges, lead, lifting, and labour charges involved in laying etc. (Reinforcement steel will be paid separately in respective item above and no extra charge will be given for shuttering for any type of modification in dimension parameters as per the design)
287.95
-
-
5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
1390.55
-
-
5.35 : Add for using extra cement in the items of design mix over and above the specified cement content therein
540.67
-
-
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
148778.14
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
3759.45
-
-
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.
29.88
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
715.53
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
47.7
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
172.89
-
-
5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
49.38
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1241.95
-
-
od333347/2023_2024 : Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.<br><br>New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm
5923.12
-
-
16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
313.5
-
-
od333344/2023_2024 : Providing and Finishing over grade/floor slab by using non - metallic floor hardenerwith approved colour for heavy duty floor (3 kg/sqm recommended) with power trowel and floater includingcost and conveyance of all materials, labour, lead, lift, floor hardener sprinkling etc. complete at all levels asper drawing ,specification and as directed by the Engineer.
310.76
-
-
od333358/2023_2024 : Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound.
0.01
-
-
od333349/2023_2024 : Finishing with acrylic water based emulsion designed to maintain excellent adhesion with the substrate and provide very high abrasion resistance for exterior and interior cement or concrete based floors including washing & cleaning and application as per decorative design, labour, conveyance etc all complete as per direction of Engineer in charge
310.76
-
-
od333359/2023_2024 : Providing, cutting to required size and laying in position in required lines and level, top side flamed half box cut natural granite stone slabs (also known as Bangalore Stones) of size 600mm x 600mm and average thickness of at least 50 mm for laying in walkways/ footpath/ similar areas with 1.5 inch spacing between the stone slabs over already laid and levelled bed of 150mm thick aggregate bed including compacting and fixing the stone slabs by filling the 1.5 inch space between the stone slabs with machine mixed pigmented concrete of nominal mix 1:6:3 (1 cement: 6 coarse sand: 3 aggregate 6mm) in colours matching white/ grey/ natural colour of natural granite stone slab including the cost for carriage, loading & unloading, material including wastage, labour, equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge. Basic price for top side flamed half box cut natural granite stone slabs (also known as Bangalore Stones) of size 600mm x 600mm and average thickness of at least 50 mm considered is INR 110/sqft.
2002.4
-
-
od333360/2023_2024 : 150 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with:<br>Stone aggregate 6 mm nominal size
2002.4
-
-
16.90 : Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
246
-
-
od333361/2023_2024 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm aggregate, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge.
720
-
-
4.9 : Precasting placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing .
196
-
-
10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
13728.55
-
-
10.25.1 : Item Shifted to head 14 as item 14.74Steel 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
2452.5
-
-
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
6214.64
-
-
10.19 : Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
2655.24
-
-
od333346/2023_2024 : Providing and applying protective coating on external steel structures using two component epoxy pigmented with zinc phosphate, having minimum 63% volume solids and DFT of at least 50 microns followed by a two component epoxy High Build intermediate MIO, having minimum 80% volume solids and DFT of at least 50 100 microns and thereafter top coated with a two component high solids acrylic Polyurethane having minimum 50% volume solids and DFT of at least 50 microns. Total DFT of 250 Microns. All steel surface to be cleaned thoroughly with strong detergents and high pressure fresh water to remove oil, grease, salt and contaminations. All areas to be blast cleaned to sa2.5(ISO 8501-1:2007) or as specified by the painting system manufacturer. The rate Including cost and conveyance of all materials, labour charges, lead, lift etc. complete as directed by Engineer in charge.
1695.07
-
-
16.49 : Making bell mouth opening / entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C/ S.F.R.C. slab including plastering with cement mortar 1:3 ( 1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab &bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete
155
-
-
od333362/2023_2024 : Providing and installing ornamental CI Planter Box Frame of approximate size 550mm x 1800mm x 300mm as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-1902 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Planter Box Frame comprising of CI frame on the 4 sides shall be approximately 121 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
3381
-
-
od333363/2023_2024 : Providing and installing ornamental CI Tree Guards of approximate size 915mm x 915mm x 350mm as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-1902 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of tree guard comprising of CI frame on the 4 sides shall be approximately 122kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
3410.4
-
-
od333338/2023_2024 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment g of grey shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. <br>Flamed finish Grey granite stone -18 mm Thick
1033.79
-
-
od333340/2023_2024 : Providing and fixing box cut, flamed finish Granite stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.18 mm thick Flamed finish Grey granite stone slab Base Price is 148/sqft.
41.71
-
-
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
7875
-
-
26.28.1 : Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge75mm average thickness
90
-
-
26.29.2 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter
100
-
-
26.31.1 : Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2
kg cement per sqm of surface area mixed with specified proportion of approved
polymer
90
-
-
26.38.2 : Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Chargebr Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.50mm thick in Grade M 25 with cement content not less than 330 kg per cum
90
-
-
13.91 : Removing dry or oil bound distemper, water proofing cement paint and the
like by scrapping, sand papering and preparing the surface smooth including
necessary repairs to scratches etc. complete.
164.74
-
-
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)
4.87
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel 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
4147.93
-
-
10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
434.17
-
-
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
9.16
-
-
12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
6.89
-
-
od333333/2023_2024 : Supplying and filling in trenches, under footing, below plinth level with Sand Gravel mix in 1:3 ratio in desired thickness not more than 20 cm or as decided by Engineer - in- charge, including compacting each layer by rolling / ramming and watering, consolidating all complete as per drawing and direction of Engineer - in-charge
54.6
-
-
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)
1258.41
-
-
50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
4.29
-
-
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.
9.64
-
-
13.2.2 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:6 ( 1 cement : 6 fine sand)
44.86
-
-
13.3.1 : 20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)
3698.4
-
-
13.27 : Extra for lining out plaster to imitate stone or concrete blocks walling.
3790.75
-
-
od333352/2023_2024 : Providing and fixing 2x2x3 m Vendor Kiosk as per the Architectural detail drawing all complete as per the construction of Engineer in Charge.
5
-
-
od333353/2023_2024 : Arihant or similar Type waste Bins 120-240 ltr as per the direction of Engineer-in-charge<br>
28
-
-
od333354/2023_2024 : water cooler Storage Capacity (Liters) 120 l, Nominal Cooling Capacity (Liters/hr) 60 l,No. of Faucets 2, Dimension Overall Dimensions W X D X H 564 X 705 X1397 mm , Normal Demand (glasses per hr) 400, Refrigerant R-134a, Current (Amps) 3.8A ,Water Over Flow (Connections) 1/2 BSP, Type Of Compressor RECIP, All-stainless steel body.
2
-
-
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
4500
-
-
50.6.1.4 : 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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
81.84
-
-
od333350/2023_2024 : Providing and installing ornamental CI Double Door Swing Gate-Type A having approximate size 4200mm x 1800mm as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-2144 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Double Door Swing Gate Type A shall be approximately 501 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
4006.8
-
-
od333351/2023_2024 : Providing and installing ornamental CI Double Door Swing Gate-Type B having approximate size 3200mm x 1800mm as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-2144 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Double Door Swing Gate Type A shall be approximately 501 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
2003.4
-
-
15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
4790
-
-
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
404.13
-
-
od333341/2023_2024 : Providing and laying design mix cement concrete of M-30 grade, in pavements or walkways or similar, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at the site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction / expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge ( Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note: Cement content considered in M-30 is @340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.<br>Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
46.61
-
-
16.45 : Providing and fixing in position pre- moulded joint filler in expansion joints.
129.6
-
-
5.37.1 : 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 wiork upto plinth level
719.94
-
-
13.2.1 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)
49.5
-
-
12.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
602.29
-
-
12.49 : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
673.87
-
-
od333355/2023_2024 : Provide and fixing to lines and levels 30 tonne capacity cast steel bollard single horn (twin lobe) type including supplying and fixing in position with all fixtures:
10
-
-
od333357/2023_2024 : Providing and fixing in position Rubber arch fenders of size: 200x1000mm of "Dipti"(ModelDA200H) make or equivalent as approved ,fixing in position with M24 Anchor Bolts of SS 316 grade of approved quality and as per the drawing/design satisfying the performance requirements as per technical specifications, with all fixtures and accessories, nuts, anchor bolts etc. complete all as per drawing, detailed specifications and direction of Engineer-in-charge.
10
-
-
od343123/2023_2024 : Design, Supply, Installation, Testing and Commissioning of Irrigation system for the horticulture works comprising of underground PVC piped water supply network of at least 1200m length with PVC solvent cement, tees, elbows, clamps etc, trenching, refilling, concealing wherever necessary, cutting chases, making good the surface, at least 30 water tap off points using Brass Nozzle valve with handle for connecting hose pipes, HDPE water tank(s) of at least 5000 litres combined capacity including making holes for inlet, outlet, unions, at least 2 mono block pumps of adequate horse power to provide a residual head in the range of 0.02 N/mm2 to 0.05 N/mm2 at the farthest tap off point including the cost of obtaining KWA water connection, automatic water supply cut off arrangement, isolation valves, electrical systems comprising of panel, switches, circuit breakers, wiring, cabling, earthing, all complete to successfully test and commission the irrigation system as per the approved design and directions of the Engineer in Charge.
1
-
-
90.12.9.2 : Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench
1320
-
-
1.20.2 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.25 mm
1320
-
-
1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm)
90
-
-
od333342/2023_2024 : Providing and installing ornamental Pergola Long Post having approximate length of 3.15m as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-1902 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Pergola Long Post shall be approximately 128 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, engraving/embossing, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
5376
-
-
od333343/2023_2024 : Providing and installing ornamental Pergola Short Post having approximate length of 2.7m as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-1902 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Pergola Short Post shall be approximately 124 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
5208
-
-
od333332/2023_2024 : Providing and installing ornamental CI Handrail-Type A having approximate size 1600mm x 1500mm as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-2143 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Handrail Type A of length 1600mm shall be approximately 126kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
81868.5
-
-
od333334/2023_2024 : Providing and installing ornamental CI Handrail-Type B having approximate size 1600mm x 1000mm as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-2143 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Handrail Type B of length 1600mm shall be approximately 107 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
16050
-
-
od333331/2023_2024 : Providing and installing ornamental Double Side Way Finding Sign Post with MCB door having approximate length of 2.7m as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-1902 made of Fe150 grade cast iron and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The weight of the 1 unit of Double Side Way Finding Sign Post with MCB door shall be approximately 124 kg (+/-7%). The item shall be installed on to pre-installed foundation bolts (measured separately). The rate includes the cost of material, fabrication, engraving/embossing, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, tools & tackles, curing, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
1364
-
-
od333335/2023_2024 : Providing and installing on to already installed CI Post, ornamental MS Advertisement Boards having approximate size of 800mm height and 500mm width as per the tentative design provided in Tender Drawing No. IURWTS-WT2024-MAR-ARCH-10901 and finished with protective painting system comprising of 3 layers- Prime coat with Zinc Phosphate of DFT at least 50 microns followed by epoxy intermediate coat of DFT at least 100 microns followed by acrylic PU final coat of DFT at least 50 microns giving a total DFT of at least 250 microns. The painting surface shall be blast cleaned to SA2.5 finish or as recommended by the approved paint manufacturer. The advertisement board shall be provided with compatible holder and SS fasteners. The rate includes the cost of material, fabrication, welding, embedded parts, wastage, carriage, loading & unloading, installation, labour, all kinds of equipment, fasteners, tools & tackles, consumables, incidental expenses all complete as approved and directed by the Engineer-in-Charge.
204
-
-
od333337/2023_2024 : Manufacturing, supplying and Providing and fixing Pylon signages including necessary foundation installation of a support frame for the pylon signage using GI RHS Steel Tubes installation of Aluminium composite panels with PVDF coating on to the metal support frame as per the design. application of retro reflective sheeting on the top surface, 8mm thick clear acrylic panel for signboards as per the drawings and specifications electrical wires inside the pylon signage required for for backlit acrylic panels (sual sides) s installation of suitable Vinyl stickers of approved material etc complete including cost of all materials , labour and hire charges , all as per the approved design drawings and as per the direction of Engineer in charge Size 3m x 2.5m
3
-
-
od333333/2023_2024 : Supplying and filling in trenches, under footing, below plinth level with Sand Gravel mix in 1:3 ratio in desired thickness not more than 20 cm or as decided by Engineer - in- charge, including compacting each layer by rolling / ramming and watering, consolidating all complete as per drawing and direction of Engineer - in-charge
223.6
-
-
od333348/2023_2024 : Providing and fixing in position pre-cast F.R.P manhole cover and frame of required shape and approved quality. 600mmx600mm size Light duty(2.5 ton)
80
-
-
50.18.8.9.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC Solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2
165.5
-
-
50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
2
-
-
50.2.33.6 : Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete
2
-
-
50.2.33.7 : Cutting branches of trees overhanging above any structures of girth between 90cm to 120cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
2
-
-
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
1980
-
-
od317471/2023_2024 : Dismantling of erected spun pole using hydraulic crane and removal of existing cables and other materials if any including light fixtures, cross arms, dead end, Anchor clamps, and stacking of all materials and shifting them for a maximum distance of 4km as per instructions including loading and unloading without damaging the materials with the satisfaction of the Engineer in charge and restoring the area back to normal condition
45
-
-
od331761/2023_2024 : Supply, loading, unloading, transportation of 9.5mtr long 317mm tubular Spun pole for mounting LED light fixture and laying 415 volt, 3c x 95 + 1C x 70 + 1C x 16 sq.mm Aerial bunched cable including installation, testing, commissioning, and final handover all complete as per direction of Engineer -in- Charge . The rate is inclusive of fixing the pole with labour, crane of suitable capacity, vehicle, and all materials, labour and tools required to complete the work as per the directions of the Engineer in Charge<br>
45
-
-
30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
51.94
-
-
30.2.4.1 : Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm
21.48
-
-
od326031/2023_2024 : Filling with Sand <br> Supplying and filling sand where ever required including dressing, etc complete as per the direction of engineer at site
6.76
-
-
30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
70.54
-
-
30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
70.54
-
-
30.2.57.1 : Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per trees plants (for 100 nos.=427.45/100)
51
-
-
30.2.57.2 : Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per Shrubs plants (for 200 nos.=427.45/200)
660
-
-
od326051/2023_2024 : Providing and stacking of Alpinia Variegated (three in one) plant having ht. 30 cm and<br>above , with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot &<br>as per direction of the officer-in-charge.
285
-
-
od326052/2023_2024 : Supply and stacking of Tecoma grandiflora plant of height 30 cm to 45 cm. in 20 cm size of<br>Earthen pots / Plastic pots & as per direction of the officer-in-charge.
270
-
-
od326053/2023_2024 : Supply and stacking of plant Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10<br>branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in charge
50
-
-
od326038/2023_2024 : Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per<br>direction of the officer-in-charge tree
28
-
-
od326054/2023_2024 : Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35-40 cm well developed in big size HDPE bags as per direction of the officer-in-charge
23
-
-
od326055/2023_2024 : Providing and stacking Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm Cement Pot as per direction of the officer-in-charge.
25
-
-
od343300/2023_2024 : Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, hedge, flower beds, foliages, creepers etc. including hoeing, weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge Play grounds / Public parks. (2.00 Acre=One Mali)As per yard stick.2.85/2.00. For a period of one year after taking over the work
1419.03
-
-
od343301/2023_2024 : Complete maintenance of trees(out side of lawn area), jobs like making of basin at regular interval i/c watering,weeding,prunning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group =11113.25/250=44.45 Cost for per tree per year
612
-
-
od331974/2023_2024 : Monitoring of the environmental parameters- Basic parameters of ambient air quality viz. PM10, PM2.5, SO2, NO2, CO for 24 hours continuous monitoring at each location in a Project area including lab testing,Noise level monitoring charges on 24 hour continuous hourly basis at each location,Water analysis for general physical, chemical and two microbiology parameters,Soil analysis for general parameters including sample collection and testing including cost of all work,equipments labour etc.
3
-
-
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