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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.1 LAccepted-AOC | ₹7.1 L Quoted ₹6.0 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder SRP Construction, vide Ref. No. SECL/GM/KSA/C/22-23/724, Dtd. 22.02.2023. |
| 2 | L-2₹7.1 L+₹1.1 L (17.6%)Rejected-Finance | ₹7.1 L+₹1.1 L (17.6%) | L-2 | Rejected-Finance Rejected being L-2 bidder |
| 3 | L-3₹8.4 L+₹2.4 L (39.4%)Rejected-Finance | ₹8.4 L+₹2.4 L (39.4%) | L-3 | Rejected-Finance Rejected being L-3 bidder |
| 4 | L-4₹9.0 L+₹3.0 L (49.9%)Rejected-Finance | ₹9.0 L+₹3.0 L (49.9%) | L-4 | Rejected-Finance Rejected being L-4 bidder |
Tender Value
₹13.7 L
EMD Value
₹17,200
Closing Date
6 Feb 2023, 5:00 pmClosed
STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA
OFFICE OF THE STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA P.O. KUSMUNDA COLLIERY 495454 DISTT. KORBA (CG) CONTACT No. 9425533008
Two nos. bore hole with submersible pump and water distribution arrangement for Durpa dump site of KOCP at Kusmunda Area.
2023_SECL_269020_1
SECL/GM/KSM/CIVIL /e-Tender/22-23/75 dt 25/01/2022
Open Tender
Civil Works - Others
Item Rate
30 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
3 documents required · 3 mandatory
₹17,200
23 Feb 2023
25 Jan 2023
8 Feb 2023
27 Jan 2023
6 Feb 2023
27 Jan 2023
27 Jan 2023 - 31 Jan 2023
Amount
Drilling of perfectly vertical bore hole of a diameter suitable to receive 150mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150mm nominal diameter M,S./G.I./U.P.V.C. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete. In all types of collapsible strata consisting of soils, clays, sand, murum, gravel, boulders etc.
Drilling of perfectly vertical bore hole of a diameter suitable to receive 150mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150mm nominal diameter M,S./G.I./U.P.V.C. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete. In all types of rocks.
I.S.I. marked UPVC casing pipe Conforming to IS4985/1988 (with up-to-date amendments)CM casing pipes 150mm dia
Labour charges for assembling, centering and lowering of properly designed casing pipe assembly inside the borehole drilled for construction of Gravel Packed tubewell including the cost of providing and fixing of centraliser, and transportation of casing assembly etc. complete. Casing assembly composed of 150mm dia UPVC blank and screened pipes.
Providing and fixing of well cap on top of the tube well for protection M. S. Caps 150mm dia
Construction of concrete block over dry tubewells for protection of size 0.45m x 0.45m x 0.45m in M-15 cement concrete mix.
Providing and lowering 5HP submersible pump of Kirlosker or equivalent make.
Providing and fixing starter panel suitable for 5HP submersible pump.
Providing and fixing 2.5mm 3 core armoured cable with copper conductor
Providing and fixing galvanised iron submersible safety wire of 6mm diameter
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm nominal outer dia Pipes
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 25 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore
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.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 50 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore
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.
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 (zone-III): 6 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Painting structural steel works two or more coats with approved brand ready mixed paint as per instruction of the Engineer-In-Charge.
Brick work with flyash bricks of size 230 x 110 x 70 mm and having crushing strength 75 kg/sqcm to 100 kg/sqcm as per the specification in foundation and plinth in : Cement Mortar 1:6 (1 Cement : 6 Sand)
Extra for brickwork in superstructure above plinth level upto floor II level.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
White washing with lime to give an even shade : New work (three or more coats)
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.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Total impact of GST for the purpose of CTC
Shree Balaji Traders
SATISH KUMAR AGRAWAL
RAKESH KUMAR RANJAN
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