Kerala Water Authority Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 19,518Tender Fee
Refer Documents
Summary
Rebuild Rki Providing Underground Sewerage Networks And Allied Works For The Newly Constructed 5mld Stp At Elamkulam Providing Underground Sewerage Networks And Allied Works For The Newly Constructed 5mld Stp At Elamkulam Sewerage Work
Description
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Contact
Tender Id
2024_KWA_683411_1Tender No
Re-E-Tender No 16/2024-25/SE/PHC/CHNTender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
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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
22870.98
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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.
32501.53
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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.
9470.01
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100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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.
1238.91
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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.
11013.6
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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.
25698.4
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100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.
56607.06
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2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
3066
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5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
684
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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.
28500
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100.98.139:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 180mm Outer Dia.
8784
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100.98.160:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 200mm Outer Dia.
234.5
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100.98.162:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 250mm Outer Dia.
1043
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100.98.142:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 250mm Outer Dia.
6301
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100.98.163:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 280mm Outer Dia.
10650
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100.98.165:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 355mm Outer Dia.
179
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100.10.6:Laying HDPE pipes (IS : 4984) 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: 180mm Nominal Outside Diameter Pipes.
8784
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100.10.7:Laying HDPE pipes (IS : 4984) 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.
234.5
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100.10.9:Laying HDPE pipes (IS : 4984) 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.
7344
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100.10.10:Laying HDPE pipes (IS : 4984) 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: 280mm Nominal Outside Diameter Pipes.
10650
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100.10.12:Laying HDPE pipes (IS : 4984) 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: 355mm Nominal Outside Diameter Pipes.
179
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OD289044/2023-2024:Supplying, Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately). 250 mm diameter. Class II" Data derived from item no.18.31.5.2of DAR
4
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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)
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
7355.2
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5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
55920
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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
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.
130699.2
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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.
163374
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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.
78777.6
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100.98.1008:Engaging Coolie.
540
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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
1098
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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)
164.7
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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
808.56
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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).
808.56
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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
80855.8
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OD289045/2023-2024:Extra for providing epoxy coating for reinforcement bars.
80855.8
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4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .
274909.72
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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.
3689.28
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22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For vertical surface two coats @0.70 kg per sqm
1581.12
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22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm.
395.28
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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)
1976.4
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19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
2126
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19.21.1:Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter
5
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OD289046/2023-2024:Conveying from casting yard and fixing the RCC cover slab of various size dia, 25cm thick including cost of 5kg cement/E<br>
1098
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100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete.
549
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OD289047/2023-2024:Taking connections for manholes and chamber
2191
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OD289048/2023-2024:Removal of excess earth by lorry for minimum mechanical conveyance, labour including loading, unloading and stacking for lead less than 0.50 km and less cost of erath
50437.89
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100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.
1000
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50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge
21605.23
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OD289049/2023-2024:Construction of RCC Manhole of 1200mm ID of depth in the range upto1.5m including earthwork excavation,PCC, in 1:3:6, base slab and manhole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,with benching inside the manhole for 25cm with cement concrete1:2:4(spec 4.1.3) ,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1), and for bottom slab(spec 22.23.2) with necesary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion PCC+base slab+bottom 0.25 m manhole wall )
127
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OD289050/2023-2024:Construction of RCC Manhole of 1200mm ID of depth in the range upto1.5m including earthwork excavation, man hole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1 with necesary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portinn of manhole wall in the depth region 0 to 1.50 m)
436.78
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OD289051/2023-2024:Construction of RCC Manhole of 1200mm ID of depth in the range 1.50m to 3.0m including earthwork excavation,PCC, in 1:3:6, base slab and manhole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,with benching inside the manhole for 25cm with cement concrete1:2:4(spec 4.1.3) ,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1), and for bottom slab(spec 22.23.2) with necesary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion PCC+base slab+bottom 0.25 m man hole wall )
263
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OD289052/2023-2024:Construction of RCC Manhole of 1200mm ID of depth in the range 1.50m to 3.0m including earthwork excavation, manhole wall with rich mix M30 grade with water prrofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1 with necessary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion of manhole wall in the depth region 1.50 to 3.0 m)
23.43
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OD289053/2023-2024:Construction of RCC Manhole of 1500mm ID of depth in the range 1.50m to 3.0m including earthwork excavation,PCC, in 1:3:6, base slab and manhole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,with benching inside the manhole for 30cm with cement concrete1:2:4(spec 4.1.3) ,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1), and for bottom slab(spec 22.23.2) with necessary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion PCC+base slab+bottom 0.30m man hole wall )
45
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OD289054/2023-2024:Construction of RCC Manhole of 1500mm ID of depth in the range 1.50 m to 3.0 m including earthwork excavation, man hole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,plastering in C M 1:3,12 mm thick(spec 13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1 with necessary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion of man hole wall in the depth region 1.5m to 3.0 m)
178.4
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OD289055/2023-2024:Construction of RCC Manhole of 1500mm ID including earthwork excavation, man hole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1 with necessary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion of manhole wall in the depth region 0 to 1.50 m)
238.5
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-
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OD289056/2023-2024:Construction of RCC Manhole of 1500mm ID of depth in the range 3.0m to 4.50m including earthwork excavation,PCC, in 1:3:6, base slab and manhole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,with benching inside the manhole for 30cm with cement concrete1:2:4(spec 4.1.3) ,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1), and for bottom slab(spec 22.23.2) with necessary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion PCC+base slab+bottom 0.30 m man hole wall )
114
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-
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OD289057/2023-2024:Construction of RCC Manhole of 1500mm ID in the depth range 3.0m to 4.50m including earthwork excavation, man hole wall with rich mix M30 grade with water proofing material in cement concrete work(spec 4.12) and with sulphate resistant cement,plastering in C M 1:3,12 mm thick(spec13.7.1), painting the vertical surface two coats of integral crystalline slurry(spec 22.23.1 with necessary epoxy coating reinforcement bars(spec 5.22.6) with necessary steel shoring (For the portion of manhole wall in the depth region 3m to 4.50m)
16.94
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OD289058/2023-2024:Supply, erection, testing and commissioning of submersible non-clog type sewage pump set with 17m head and 6.71 LPS discharge. (3 HP)
4
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OD289059/2023-2024:Supply, erection, testing and commissioning of submersible non-clog type sewage pump set with 19m head and 9.41 LPS discharge. (5 HP)
4
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Collection Well (2nos)
-
-
-
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20.2.5:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles
792
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-
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20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test
1
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100.3.9.11:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking.
432
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-
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100.3.9.12:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.50m to 3.0m including neat banking.
432
-
-
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100.3.9.13:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.50m including neat banking.
432
-
-
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100.3.9.14:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.50m to 6.00m including neat banking.
432
-
-
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100.3.9.15:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.50m including neat banking.
432
-
-
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100.3.9.16:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 7.5m to 9.0m including neat banking.
288
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-
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100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.
640.56
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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
159.84
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5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
652.84
-
-
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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
91.13
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-
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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
55.95
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-
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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)
17.56
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-
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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
170.9
-
-
... More
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
60.86
-
-
... More
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).
231.76
-
-
... More
4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .
78188.81
-
-
... More
OD289077/2023-2024:Extra for providing sulphate resistant cement for the structures above plinth level.
231.76
-
-
... 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
61383.72
-
-
... More
OD289078/2023-2024:Extra for providing epoxy coating for reinforcement bars.
61383.72
-
-
... More
19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
46
-
-
... More
14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
276.15
-
-
... 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)
572.39
-
-
... More
22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For vertical surface two coats @0.70 kg per sqm
314.77
-
-
... More
22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm.
59.38
-
-
... More
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
572.39
-
-
... More
2.25: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.
1426.82
-
-
... More
OD289079/2023-2024:Removal of excess earth by lorry for minimum mechanical conveyance, labour including loading, unloading and stacking for lead less than 0.50 km and less cost of erath
632.38
-
-
... 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.
89520
-
-
... 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.
134280
-
-
... 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.
268560
-
-
... More
100.98.1008:Engaging Coolie.
140
-
-
... More
100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
424.58
-
-
... More
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.
1101.6
-
-
... More
OD289080/2023-2024:Supply , installation & commissioning of the manually operating chain pulley mechanism of 5 ton capacity to lift the equipments from a height not less than 12m including all equipments , foundation etc"
2
-
-
... More
Grit Chamber-2nos
-
-
-
... More
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
32.25
-
-
... More
OD289060/2023-2024: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 1.5 to 3 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.
32.25
-
-
... More
OD289061/2023-2024: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 3 to 4.5 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.
32.25
-
-
... More
OD289062/2023-2024: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 4.5 to 6 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.
16.13
-
-
... More
OD289063/2023-2024:Dry rubble masonry with hard stone
16.07
-
-
... More
100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.
133.35
-
-
... 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)
3.53
-
-
... More
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
3.78
-
-
... More
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).
3.79
-
-
... More
OD289064/2023-2024:Extra for providing sulphate resistant cement for the structures above plinth level.
3.79
-
-
... More
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
26.45
-
-
... 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
4535.25
-
-
... More
OD289065/2023-2024:Extra for providing epoxy coating for reinforcement bars.
4535.25
-
-
... More
4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .
10015.4
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.76
-
-
... 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.
258.3
-
-
... 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)
143.03
-
-
... More
19.18.1:Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg
2
-
-
... More
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
143.03
-
-
... More
19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
35
-
-
... More
OD289066/2023-2024:Supplying, Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately). 200 mm diameter. Class II" Data derived from item no.18.31.4.2of DAR
2
-
-
... 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
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.
6714
-
-
... More
100.98.1008:Engaging Coolie.
40
-
-
... More
100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.
30
-
-
... More
100.98.1000:Engaging Bandhani.
4
-
-
... More
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.
250
-
-
... More
Construction of Pump House 2nos
-
-
-
... More
20.2.4:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles
528
-
-
... More
20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test
1
-
-
... More
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.
2.36
-
-
... 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)
2.4
-
-
... 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
12
-
-
... More
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
12.47
-
-
... More
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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).
26.05
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
151.45
-
-
... More
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
109.48
-
-
... More
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
161.76
-
-
... 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
21966.12
-
-
... More
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
40.17
-
-
... 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
220.56
-
-
... More
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
573.92
-
-
... More
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):
For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
107.4
-
-
... More
21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
129.66
-
-
... More
21.2.2:Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre- laminated particle board with decorative lamination on both sides
14.4
-
-
... More
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
14.4
-
-
... More
21.3.2:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness
7.2
-
-
... 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
532.52
-
-
... 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)
8
-
-
... More
11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
27.3
-
-
... More
11.41.2: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 600 x 600 mm.
92.96
-
-
... More
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
4.5
-
-
... More
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
2
-
-
... More
17.7.3: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 550x400 mm with a pair of 15 mm C.P. brass pillar taps
2
-
-
... More
10.6.3: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.80x0.90 mm M.S. laths with 0.90 mm thick to cover
8.4
-
-
... More
9.120.2:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick pre laminated PVC door shutters
4.4
-
-
... More
9.119:Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.
12
-
-
... More
50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop
12
-
-
... More
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
356.2
-
-
... 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
40
-
-
... More
OD289067/2023-2024:Supplying and fixing Syntex tank and laying PVC pipes, valve, taps, etc. for plumbing arrangements to the WC, including all materials and all labour charges including taking necessary KWA water connection.
2
-
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18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
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50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
60
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50.18.8.3.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings 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. 25 mm pipe 12 kgf/cm2
60
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50.18.8.6.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings 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. 50 mm pipe 6 kgf/cm2
40
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-
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50.18.8.9.1: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 chased and making good the wall etc. 110 mm pipe 6kgf/cm2
100
-
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50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
100
-
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50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
10
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-
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50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
10
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-
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OD289068/2023-2024:Supply and fixing reputed make 300mm sweep exhaust fan and connect the same with fan points complete with labour
4
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OD289069/2023-2024:Supply and fixing reputed make 1400mm sweep 3 blade with plug type electronic stage regulator and connect the same with fan point complete with labour.
8
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OD289070/2023-2024:Supply and fixing reputed make 20 Watts out door LED street light fitting with all accessories and connect the same with light points complete with labour
8
-
-
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OD289071/2023-2024:Supply and fixing angle batten holder with LED (12 Watts) lamp and connect light point complete with labour
10
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OD289072/2023-2024:Supply and errection of reputed make 4 feet LED tube light fitting with tube on ceiling /wall and connect the same with light points with 15 sq.mm PVC insulated flexible copper wire complete with labour
6
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OD289073/2023-2024:Supply, fixing and connect 6A 3 pin plug socket and control switch in same light control box complete with labour
12
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OD289074/2023-2024:Wiring for light point/ fan point / exhaust fan point / call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. Group B
36
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OD289075/2023-2024:Supply, laying and connecting of earthing conductor of GI. flat/copper wires including necessary earth trenches, jointing as per IS : 3043/87 in trenches, walls, pulling through pipes etc. Copper wire No. 10 SWG
30
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OD289076/2023-2024:Supply Conveyance, installation, testing and commissioning of 100W LED Flood 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
4
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Constrution of compound wall, fixing gate at new well zone at rail nagar
-
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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.
5
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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
5
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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.
5
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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
38.4
-
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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)
9.6
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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)
28.8
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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
51.52
-
-
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5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
4.8
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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)
4.93
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5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.48
-
-
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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
378.56
-
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50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
21.22
-
-
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
320
-
-
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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)
320
-
-
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50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
380
-
-
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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
20
-
-
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13.71:Lettering with black Japan pint of approved brand and manufacture
1000
-
-
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Provision for side protection work in cases where there is chances for land slide and damage to nearby compound walls and buildings.
-
-
-
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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
90
-
-
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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)
30
-
-
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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)
140.63
-
-
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6.4.2:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)
94.5
-
-
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1125
-
-
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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)
1125
-
-
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Supplying and providing blower arrangement for aeration suitable to collection well and all installation charge and electrical fittings,etc complete- 2 Nos
-
-
-
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OD289105/2023-2024:Air Blower Supply,erection, testing and commissioning of twin lobe air blower for indoor application complete with acoustic canopy, air filter, motor of 1500 rpm , pulleys, pressure gauges, pressure relief valve, acoustic hood, suction silencer with suitable flanges, common motor and compressor base frame with motor belt tightening arrangement interconnecting line with flanges including all accessories complete as per technical specification or as Directed by Engineer in Charge Capacity: 255 m3/hr. Pressure: 0.6 kg/sqcm
4
-
-
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OD289106/2023-2024:Supply and installation of 25mm UPVC pipes as air grid and other accessories as required for the blowers to well as a complete unit
2
-
-
... More
Supply and erection of 63 KVA diesel/petrol generator set- 2 Nos
-
-
-
... More
OD289081/2023-2024:Supply and erection of 10 kVA diesel/petrol generator set
1
-
-
... More
OD289082/2023-2024:Supply and erection of 15 kVA Diesel Generator set at Rail Nagar Well
1
-
-
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Electrical installation,earthing, cabling,control panel, electric connections, KSEB documentation and supporting structures
-
-
-
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OD289083/2023-2024:Supply and Installation of 100 kVA, 11kv/433v, 3 phase, 50 Hz ONAN Cooled Aluminiumwound, Energy Efficiency Leve l, transformer having vector group of Dyn11, first fill of oil, Cable Box on both HT & LT sides, off load tapings of +5% to -5% in steps of 2.5% with standard fittings conforming to IS 1180.
2
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OD289084/2023-2024:Pump- Non clog dry well installed sewage submersible pump with 20m cable with the following specifications and materials of construction for pumping sewage of specific gravity 1.05 with appropriate motor construction and soft starter panel, speed (N) 1440 rpm of discharge 11.62 lps against a total head of 16m efficiency 75%. Casing and impeller :- The impeller(s) shall be of semi open multi vane, back swept, non clog design. The impeller vanes shall be self cleaned upon each rotation and shall keep the vane clear of debris, maintaining an unobstructed pumping. The impeller (s) shall have heavily back swept leading edges with a specific angle distribution enabling the capability of handling solids fibrous materials, heavy sludge and other matter found in waste water. The design of the impeller shall prevent builds up at the leading edge. Impeller shall be locked to the shaft and be easy to fasten and to remove. The clearance between the pump housing/insert ring and the impeller shall be adjustable. The leading edges shall be induction hardened to a depth of 4 to 5 mm. The hardness shall have a minimum of 45 HRC. The impeller and pump housing shall be of good quality wear resistance stainless steel. Pump volute casing shall be single piece non concentric design with smooth passages large enough to pass any solids that may enter the impeller. The volute casing shall have a mating flange machined and be prepared for a flush valve .Motor:- 5HP class H squirrel cage induction motor voltage 415 /- 10% power supply 50Hz /-3% motor cooling by handled liquid equivalent mechanical seal combination including all accessories such as 150mm CI suction pipe, delivery pipe expanders/ reducers to existing pipe 150 mm sluice valves-2nos, 150mm NRV- 1No. 150mm 90 degree bend CI- 3 nos. connection to the existing header as required with fittings, required flanged joints, mechanical joints, nuts and bolts, gaskets etc. Pump and motor shaft shall be the same unit. The pump shaft is an extension of the motor shaft. Couplings shall not be acceptable. Shaft material shall be AISI type. 43 stainless steel. The use of stainless steel sleeves will not be considered equal to stainless steel shafts. The outer design shall be maintenance optimised. The pumps shall be easy to clean when serviced. Each pump shall be provided with plug-in seal unit consisting of two independent working mechanical phase seals and a propeller that also circulates the coolant in the cooling system. The springs shall be positioned so they always are protected from the pump media. The seals shall operate in conjunction with a liquid reservoir that continuously lubricates and cools the seal faces. Both seal shall comprise one stationery and one mechanical driven rotating ring. Each seal interface shall be held in contact by its own spring system. The seals shall not depend on direction of rotating for sealing. The seal cavity for the outer seal shall be equipped with means for wear reduction such as spiral grooves for particle removal. Supply, installation, testing and commissioning of free standing /wall mounting air break type (oil free) auto transformer starter (ATS) of reputed make (like JCE/L & T/Siemens/any other make approved by KWA) suitable for above motor as per items No. with 100A, 50 KA 3 pole MCCB as incomer, all protection, devices, digital voltmeter and ammeter, indication lamps and control fuses as per EI standards complete with labour. Supply, installation, testing and commissioning of cubical wall mounting type panel made out of 14 gauge MS sheet and powder coating with approved colour and consisting 125 A TPN isolator, analogue 0-500 V voltmeter with selector switch, CT operated 0-100A ammeter with selector switch, indication lamps, control fuses, power and control wiring etc. complete with labour. Supply, installation, testing and commissioning of suitable super heavy duty (L& T/approved make by KWA) power capacitor at starter panel complete with power connection using 16 sq.mm PVC insulated flexible copper cable and accessories.
5
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OD289085/2023-2024:Pump- Non clog dry well installed sewage submersible pump with 20m cable with the following specifications and materials of construction for pumping sewage of specific gravity 1.05 with appropriate motor construction and soft starter panel, speed (N) 1440 rpm of discharge 7.03 lps against a total head of 16m efficiency 75%. Casing and impeller :- The impeller(s) shall be of semi open multi vane, back swept, non clog design. The impeller vanes shall be self cleaned upon each rotation and shall keep the vane clear of debris, maintaining an unobstructed pumping. The impeller (s) shall have heavily back swept leading edges with a specific angle distribution enabling the capability of handling solids fibrous materials, heavy sludge and other matter found in waste water. The design of the impeller shall prevent builds up at the leading edge. Impeller shall be locked to the shaft and be easy to fasten and to remove. The clearance between the pump housing/insert ring and the impeller shall be adjustable. The leading edges shall be induction hardened to a depth of 4 to 5 mm. The hardness shall have a minimum of 45 HRC. The impeller and pump housing shall be of good quality wear resistance stainless steel. Pump volute casing shall be single piece non concentric design with smooth passages large enough to pass any solids that may enter the impeller. The volute casing shall have a mating flange machined and be prepared for a flush valve .Motor:- 3HP class H squirrel cage induction motor voltage 415 /- 10% power supply 50Hz /-3% motor cooling by handled liquid equivalent mechanical seal combination including all accessories such as 150mm CI suction pipe, delivery pipe expanders/ reducers to existing pipe 150 mm sluice valves-2nos, 150mm NRV- 1No. 150mm 90 degree bend CI- 3 nos. connection to the existing header as required with fittings, required flanged joints, mechanical joints, nuts and bolts, gaskets etc. Pump and motor shaft shall be the same unit. The pump shaft is an extension of the motor shaft. Couplings shall not be acceptable. Shaft material shall be AISI type. 43 stainless steel. The use of stainless steel sleeves will not be considered equal to stainless steel shafts. The outer design shall be maintenance optimised. The pumps shall be easy to clean when serviced. Each pump shall be provided with plug-in seal unit consisting of two independent working mechanical phase seals and a propeller that also circulates the coolant in the cooling system. The springs shall be positioned so they always are protected from the pump media. The seals shall operate in conjunction with a liquid reservoir that continuously lubricates and cools the seal faces. Both seal shall comprise one stationery and one mechanical driven rotating ring. Each seal interface shall be held in contact by its own spring system. The seals shall not depend on direction of rotating for sealing. The seal cavity for the outer seal shall be equipped with means for wear reduction such as spiral grooves for particle removal. Supply, installation, testing and commissioning of free standing /wall mounting air break type (oil free) auto transformer starter (ATS) of reputed make (like JCE/L & T/Siemens/any other make approved by KWA) suitable for above motor as per items No. with 100A, 50 KA 3 pole MCCB as incomer, all protection, devices, digital voltmeter and ammeter, indication lamps and control fuses as per EI standards complete with labour. Supply, installation, testing and commissioning of cubical wall mounting type panel made out of 14 gauge MS sheet and powder coating with approved colour and consisting 125 A TPN isolator, analogue 0-500 V voltmeter with selector switch, CT operated 0-100A ammeter with selector switch, indication lamps, control fuses, power and control wiring etc. complete with labour. Supply, installation, testing and commissioning of suitable super heavy duty (L& T/approved make by KWA) power capacitor at starter panel complete with power connection using 16 sq.mm PVC insulated flexible copper cable and accessories.
4
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OD289086/2023-2024:Fabrication, supply, erecting, testing and commissioning of cubicle free standing pattern vermin proof indoor type MSB suitable to carry 200 A 3 phase, 4 wire A/C supply system using 14 gauge, CR sheet for compartment construction such as switches, bus bars, cable and measuring meters, live parts are shrouded with suitable FRP sheets, DMC/SMC bus bars supporters, concealed door hinges, flexible earth connections to the doors where the supply is extended, all CTs for measuring meters are properly clamped on bus bar/inter connections to switches, 1.1 KV grade flexible PVC insulated copper wires can be used for wiring of measuring meters and copper crimping legs should be at connection ends, suitable and duplicate copper earth flats running in switch chamber and duplicate connection to switch body and the ends are taken to panel bottom/ top or external earth connections, removable glanding plate at top/bottom of cable alley. Separate control fuses for voltmeter and indication lamps, base chan nel frame with mounting holes and the whole unit is painted with powder coating of approved colour panel board should be as per State Electrical Inspectorate specification and standards with the following( All switches are L & T / approved make) a) 250 Amps, 50 KA, 3 pole MCB with 0-300mA ELR module and shunt trip release as incomer - 1set b) 125 Amps TPN SFU with 63 A HRC fuse, castle key interlocking arrangements such as two switches are working at a time - 4 Nos c) 63 amps TPN SFU with 32 amps HRC fuse as out goings - 2 Nos d) 0-200 A CT operated ammeter with CT and selector switch - 1 set e) Red, yellow and blue phase indication lamp with protection fuse - 1 set f) 0-500V volt meter with selector switch - 1 set g) 200 A 3.5 runs of colour coded and PVC insulated aluminium bus bar - 1 set h) Control and power wiring - 1 set
2
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OD289087/2023-2024:Supply, laying, dressing and clamping of PVC insulated, sheathed armoured/unarmoured aluminium/copper conductor cable in wall /column/floor/cable tray/through PVC pipe etc. complete including labour - 3 1/2 x 35 sq.mm aluminium armoured cable from main switch board to panel nearby starter
40
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-
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OD289088/2023-2024:Supply, laying, dressing and clamping of PVC insulated, sheathed armoured/unarmoured aluminium/copper conductor cable in wall /column/floor/cable tray/through PVC pipe etc. complete including labour - 16 sq.mm single core PVC insulated unarmoured 3 runs copper cable through sutible PVC pipe and its accessories from local isolators to starters, starters to motors with terminations at isolators starters and motors side using copper crimping sockets and accessories etc. complete.
80
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OD289089/2023-2024:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required. 3 1/2 x 35 sq.mm (32mm).
8
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OD289090/2023-2024:Connect newly erected MSB with KSEB& existing metering panel using 3 1/2 x 70 sq mm aluminium armoured cable (approximate length 10 m) complete with glanding and termination at both ends
2
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OD289091/2023-2024:Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, andproviding masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required IS : 3043 complete with labour
5
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OD289092/2023-2024:Supply and laying copper flat /wire to earth panel boards, motor starters, isolators and motors through wall/column/cable tray /floor complete with perforation, tinning, termination and clamping as per EI standard - 25 x 3mm copper flat
40
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OD289093/2023-2024:Supply and laying copper flat /wire to earth panel boards, motor starters, isolators and motors through wall/column/cable tray /floor complete with perforation, tinning, termination and clamping as per EI standard - 6 SWG copper wire
100
-
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OD289094/2023-2024:Supply and laying of 3 x 300 sq.mm 11 KV XLPE aluminium armoured cable through ground,earth work excavation, supply of bricks, sand and provide mechanical protection to cable including back filling of cable trench etc. complete with labour.
20
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OD289095/2023-2024:Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 300 sq. mm
6
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OD289096/2023-2024:Supply and laying of 1 run 3 1/2 x 185 sq.mm aluminium armoured cable from transformer LT side to metering panel with earth work excavation dressing, clamping and back filling etc. complete with labour
36
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OD289097/2023-2024:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3 1/2X 185 sq. mm (57mm).
2
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OD289098/2023-2024:Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. IS 3043 complete with labour
6
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OD289099/2023-2024:Supply and laying of 25 x 3mm copper strip through excavated cable trench /wall /column / floor/directly burning on ground complete with dressing perforation, tinning and termination
120
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OD289100/2023-2024:Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required as per IS - 3043 complete with labour.
2
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-
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Charges for effecting house hold sewer connections @16500/Each
-
-
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OD289101/2023-2024:Providing New Sewer Connection
2000
-
-
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Road Restoration MORTH
-
-
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3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
7462.8
-
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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 a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
3756.4
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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.
3781.4
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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.
13903.16
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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.
37924.9
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5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
948.12
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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 a bituminous binder( NRMB) @ 5.4 percent 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 For Grading - II (13.2 mm Nominal Size)
568.87
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8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
1118.96
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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 :-
2120
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Road restoration MORD
-
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
7203.19
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
3626.84
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4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
3647.92
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75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
13573.16
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75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
13573.16
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75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
18813.78
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75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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. Case - I By Manual Means (II) Bitumen (S-65)
18813.78
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75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates 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 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
18813.78
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OD289102/2023-2024:Laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
4501.92
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OD289103/2023-2024:Supply of interlocking tiles 100 mm thick(50% of old paver blocks may be used)
2251
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OD289104/2023-2024:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
4446.56
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