National Environmental Engineering Research Institute Tender
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National Environmental Engineering Research Institute - NEERI Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date11 Jul 2024
Closing Date17 Jul 2024
Tender Amount₹ 1,41,281
Costs
EMD
₹ 2,850Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CSIR_200980_1Bid Award Id
ViewTender No
50( 31)/2024-25/WTender Authority
National Environmental Engineering Research Institute ViewPurchaser Address
-Website
http://csir.res.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Demolishing brick work 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.
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In cement mortar
0.2
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Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per directionof Engineer-in-charge:
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Rectangular manhole 120x90 cm and 90 cm deep
1
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Extra for depth of manholes dismantled :
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Rectangular manhole 120x90 cm and beyond 90 cm depth
1
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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 disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.
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All kinds of soil
2
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 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 50 m :
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All kinds of soil
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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
5
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1
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Brick work with F.P.S bricks of class designation 75 in foundation and plinth in:
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Cement mortar 1:4 (1 cement:4 coarse sand)
3
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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 :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
0.35
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth and above plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
50
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12 mm cement plaster of mix : with groov if any
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1:4 (1 cement: 4 coarse sand)
15
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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 and two coat of silver paint, using structural steel etc. as required.
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
30
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Providing and laying S&S centrifugally cast (spun) iron pipes (ClassLA) conforming to IS - 1536 :
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100 mm dia pipe
6
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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 sideswith cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels forthe drain etc. complete :
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For pipes 100 to 250 mm diameter
6
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Dismantling old existing 100 mm dia CI pipe with fittings etc. complete.
5
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Providing and fixing 100 mm Dia C.I. sluice valves confirming to IS:1538 (with cap) complete with bolts, nuts, rubber insertions etc. complete of make Kirlosker or equivalent as approved by the Engineer in charge (the tail pieces if required will be paid separately) : Arrangement for dewatering required at site will be done by the contractor.Item includes the removal of the old existing 100 mm dia, sluice valve.
1
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Providing and fixing tail piece of 100 mm dia. (with flange/without flange) in the existing pipe line for sluice valve/ butter fly valve joint etc. complete with pipe spacer , bolts, nuts, rubber insertions etc. complete as approved by the Engineer in charge.
2
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Providing and fixing mechanical joint 100 mm dia. in the existing pipe line complete with bolts, nuts, rubber insertions etc. complete as approved by the Engineer in charge.
2
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Supply laying and compacting of Ready mix Bitumenious mixture InstaPatch (PST) on road as per direction of the engineer in charge.
450
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Removing and Re-laying existing usable factory made cement concrete interlocking paver block with compaction as per site design/ shape laid in required colour, pattern over and including 30 - 50 mm thick compacted bed of course sand/ stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge.
16
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