Central Road Research Institute Tender
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Central Road Research Institute - CRRI Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date29 Sep 2021
Closing Date5 Oct 2021
Tender Amount₹ 3,35,089
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Maintenance /upkeeping Of Rain Water Harvesting System At Crri Office Campus
Description
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Contact
Tender Id
2021_CSIR_89366_1Bid Award Id
ViewTender No
Maint.Divi./RWHS-Upkeep/2021Tender Authority
Central Road Research Institute ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
BOQ Items
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Removing ,Cleaning (washing or screening etc) and Refilling of stone gravel size 5cm to 15cm and gravel size 5mm to 10 mm in Rain Water Harvesting tank in the required layer thickness .The Complete in all respect as directed by Engineer-in-charge
30.94
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Removing very coarse sand/ Pea Gravel from Rain water harvesting under ground tank up to the required layer thickness and dispose of the material out side of CRRI campus/ MCD damping Ground complete in all respect as directed by Engineer-in-charge.
15.1
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 15 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
1
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
1
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Supplying, filling, spreading & leveling coarse sand of Very Coarse sand/ Pea Gravel in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
15.1
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Providing , Fixing of P.V.C. pipes (6Kgf/sq.cm confirming to BIS code & specification). Complete in all respect as per standard procedure and as directed by the Engineer-in-charge.100 mm dia nominal bore
20
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Extra for makig slots of sizes 1.59 mm for perforation in the PVC pipe as per drawing. Complete pipe as directed by the Engineer-in-charge
10
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Wrapping the gunny or jute cloth around all PVC projected perforated pipe in the Rain water harvesting tank or pit by help of thread or wire complete in all respect as directed by Engineer - in - charge.
12
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Carefully Removing and refixing the RCC precast slab at two locations for removing the filter media in the rainy well for cleaning purpose on all Rain water harvesting units. The slab should be removed manually/mechanically by using suitable arrangement to minimize the damages to slab & following all safety measures. Complete in all respect as directed by Enineer-in-charge.
10
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Desilting /Sludge removing from Rain water harvesting under ground tank up to bottom surface and dispose of the material out side of CRRI campus/ MCD damping Ground complete in all respect as directed by Engineer-in-charge
49.62
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P/F M.S frame & sheet flag- sign board size 0.90X 1.20 mtr approx as per drawing, consisting of the ISA 60x60x5mm in the frame work and 2mm thick MS sheet spread over top flag position securely held in position with welding etc primering and painting of complete sign board both side and Lettering/Logo by paint in all size and shape .After framing the sign board the same is fixed in the ground with Cement concrete blocks of 300x150x150mm size anchor block of mix M-15(Concrete work shall be paid in the basic item of concrete).Complete as directed by the Engineer-in-charge.
344.7
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Steel work welded in built up sections / framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings frames guard bar,ladder railings brackets gates and similar works.
63.41
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
1
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge
69.07
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Centering and shuttering including strutting, propping etc. and removal of form work for edges of slabs and breaks in floors and walls
127.12
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Providing and laying in position cement comcrete ratio (1:2:4) of specified grade excluding the cost of centering and shuttering - All work up to plinth level
6.91
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Finishing walls with weather coat exterior paint of Asian/Berger of approved quality of required shade : New work (Two or more coats applied @ 3.84 Kg/10 Sqm)
33.35
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Disilting / Development of Existing rainy well(Rain water harvesting borewell) by mechanically/Manually, first by lowering of silt/soil collecting pipe assembly(boky/boring assembly) upto the full depth of the rainy well after that exhaustive disilting by using the required capacity of air compressor till well is fully desilted/developed assessed by observing the water discharged from the compressor. The rate shall includes all e.g. hire & labour charges of air compressor,fuel, tools, accessories etc.complete in all respect to the full satisfiction of the Engineer-in-charge
8
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