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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-Finance | L1 | Accepted-Finance LOWEST |
Tender Value
Refer Docs
EMD Value
₹23,120
Closing Date
5 Oct 2022, 11:00 amClosed
EE FTR HQ BSF SB
EE FTR HQ BSF SB
Installation of deep borewell with 7.5 HP Submersible motor/pump at BOP Boltala of 118 BN BSF under SHQ BSF Kolkata.
2022_BSF_715233_1
08 /HQ SB FTR/e-NIT/2022-23
Open Tender
Civil Works
Works
60 days
AOR OF 118 BN
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹23,120
6 Oct 2022
29 Sept 2022
6 Oct 2022
29 Sept 2022
5 Oct 2022
29 Sept 2022
Amount
Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 250 mm dia.First 50 metre
Next 50 metres
Next 50 metres
Rest 100 meters
Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report.
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). End Plug 150 mm
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes (Dia)150 mm
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes (Dia)200 mm
Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in Charge150 mm nominal dia 6.00 mm wall thickness
Supplying M.S. male / female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the Engineer - in - Charge.150 mm
Providing ,jointing,fitting & fixing the 150 mm center guide
Supplying, fitting and fixing M.S. housing clamp of approved quality
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.
Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.80 mm dia nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm dia
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm dia
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 upto 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.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, butments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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)
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.
Add cost index 18% on item 17 to 24
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