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Summary
Construction Of New Rcc Cast In Situ
Description
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Contact
Tender Id
2021_PDIL_617735_1Bid Award Id
ViewTender No
PNPM/PC-183/E/202/NCBTender Authority
Projects And Development India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 100 m lead as per direction of Engineer - in- charge.
30
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Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking including dismantling of concertina coil & stacking within 100 m lead as per direction of Engineer-in-charge.
6840
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Disposal of the excavated earth/ building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading upto 5 Km as approved by Engineer-in-charge, beyond 100 m inintial lead, for all leads including all lifts involved.
3000
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Same as item no. 1.5 but for lead distance up to 5-10 km
1500
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Same as item no. 1.5 but for lead distance up to 10-20 km
1500
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EARTH WORK:
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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 getting out and disposal of excavated earth lead upto 200 m and lift upto 1.5 m, as directed by Engineer-in-charge.
15055
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Same as above item no. 2.1 but lift from 1.5 M to 3.0 M.
1665
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Backfilling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors,sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 200 m, complete in all respects.
14620
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CONCRETE WORK:
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Providing and laying in position cement concrete of specified grade - all work up to plinth level, including the cost of centering, shuttering and finishing : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).
20
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Providing and laying in position cement concrete of specified grade - all work up to plinth level, including the cost of centering, shuttering and finishing : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size).
350
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Providing and laying in position specified grade of reinforced cement concrete (Design mix M25 grade concrete), machine mixed, mechanically vibrated and finished to a fair face but including the cost of centring and shuttering excluding reinforcement in superstructure at all heights for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, pedestals ,Beam, walls, Roof, Slabs etc., complete in all respects as per direction of Engineer-in-Charge.
2125
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Providing and laying in position reinforced cement concrete (Design mix M25 grade concrete) in foundations, walls, plinth beams etc. including the cost of centring, shuttering, finishing but excluding reinforcement - All work up to plinth level .
1715
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Providing and laying in position reinforced cement concrete (Design mix M20 grade concrete) in foundations, walls, plinth beams etc. including the cost of centring, shuttering, finishing but excluding reinforcement - All work up to plinth level.
30
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Providing and laying in position cement concrete in coping with concrete grade 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). including the cost of centering, shuttering and finishing :
75
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Supplying, providing and laying Steel reinforcement (Hot rolled deformed bars) for R.C.C. work including straightening, cutting,welding,bending, placing in position
and binding all complete.
384000
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FINISHING WORK:
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12 mm thick cement plaster 1:6 (1 cement: 6 fine sand) after properly cleaning etc. as per instruction of Engineer - In-charge.
1020
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Finishing walls with water proofing cement paint of required shade : for New work including necessary primer as directed by EIC (Two or more coats of waterproof cement paint to be applied @ 3.84 kg/10 sqm after necessary primer coat)
40920
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work after necessary primer coat.
1000
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Providing and fixing soil/ waste PVC pipes (75 mm dia.) as required connecting properly with pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect.
10
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Providing and fixing soil/ waste PVC pipes (100 mm dia.) as required connecting properly with pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect.
400
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Providing and constructing Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in cement mortar 1 : 6 ( 1 cement: 6 coarse sand )inwalls, etc. at all depths, places and positions including raking out joints, curing, scaffolding etc. complete excluding plastering and painting.
5
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STRUCTURAL STEEL WORK:
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Structural steel work in single section such as angle, tee, beams flats etc., fixed with or without connecting plate,including welding, cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as directed by EIC.
7500
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal and 2 diagonals R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle paid separately)
4450
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Providing, fabricating, erecting and fixing in position manually operated mild steel entrance gate of 2.5 metre clear height, made out of structural steel sections such as M.S. angles, pipes of medium duty, tees, channels, plates, flats, square bars, etc., for all horizontal, vertical and diagonal members, M.S. gusset plates welded together including providing and fixing in position heavy
duty fittings such as lock plate, handles, locking arrangement, guide rails embedded in concrete and rollers for smooth operation and other fittings, necessary hinge plates welded to insert plates embedded in R.C.C. columns, bolts, nuts, washers drilling of holes wherever required, welding, bolting etc., complete in all respects as per drawings and direction of Engineer-in-Charge including providing and applying two coats of high build zinc phosphate primer of approved brand and manufacture compatible to chlorinated rubber paint at a dry film thickness of 40 micron per coat on structural steel work after preparation of surfaces including providing and applying two coats of chlorinated rubber based paint of approved colour, brand and manufacture at a dry film thickness of 50 microns per coat ( including surface preparation by sand blasting/ power driven brashes ). (Rates shall include all material supply excluding M.S. insert plates embedded in RCC )
4000
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