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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.6 LAccepted-AOC | L-1 | Accepted-AOC Lowest qualified bidder. Hence being awarded. | |
| 2 | L-2₹6.9 L+₹23,333.56 (3.52%)Rejected-AOC RAMNAGAR COLONY RAJURA DIST CHANDRAPUR 442905 | RAJURA | CHANDRAPUR | MAHARASHTRA | 442905 | L-2 | Rejected-AOC Not a qualified L1 bidder | |
| 3 | L-3₹7.1 L+₹47,945.76 (7.23%)Rejected-AOC BALAJI WARD BALLARPUR 442701 | BALLARPUR | CHANDRAPUR | MAHARASHTRA | 442701 | L-3 | Rejected-AOC Not a qualified L1 bidder | |
| 4 | L-4₹7.1 L+₹49,711.04 (7.49%)Rejected-AOC 28 1 SEMRA DAMMAN BARGAON GONDA RAILWAY STATION GONDA UTTAR PRADESH 271002 | GONDA | UTTAR PRADESH | 271002 | L-4 | Rejected-AOC Not a qualified L1 bidder | |
| 5 | L-5₹7.3 L+₹66,263.49 (9.99%)Rejected-AOC | L-5 | Rejected-AOC Not a qualified L1 bidder |
Tender Value
₹10.2 L
EMD Value
₹12,800
Closing Date
5 May 2025, 3:30 pmClosed
Shri. Nitin Naik
OFFICE OF THE AREA GENERAL MANAGER WCL BALLARPUR AREA P.O. SASTI TA. RAJURA DIST. CHANDRAPUR (MS) PIN 442905
Misc. Civil works at nearby building cycle shed flooring pump room and pipe line work at Dhoptala OCM under Sasti Sub Area
2025_WCL_334569_1
wcl-ba3650-civ-e03-2025-26/42
Open Tender
Civil Works - Buildings
Item Rate
180 days
WCL Ballarpur Area
As per NIT
4 documents required · 4 mandatory
₹12,800
12 Jul 2025
25 Apr 2025
6 May 2025
25 Apr 2025
5 May 2025
25 Apr 2025
25 Apr 2025 - 2 May 2025
Amount
Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required said and colour complete to give and even said.Old work (one or more coats)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200x10 mm
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm
Brick work with fly ash. (non modular) brick of Foundation & plinth in up to ( In CM 1:6 ) floor five level in :
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
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 Engineer-in-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.
Demolishing brick work manually/ by mechanical meansincluding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per directionof Engineer-in-charge In cement mortar
Dismantling roofing including ridges, hips, valleys and guttersetc., and stacking the material within 50 metres lead of: G.S. Sheet
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.
Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived fromnatural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
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 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall.15 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 25 mm dia nominal bore
Providing and fixing brass bib cock of approved quality :15 mm 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 G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)25 mm nominal bore
Providing and fixing brass stop cock of approved quality :15 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 50 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 80 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.
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 : 50 to 80 mm nominal bore
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :100 mm diameter.Class I
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)80 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :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).
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 of grade Fe-500D or more.
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
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.
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 gm/ ltr, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats.
Total impact of GST for the purpose of CTC
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Omprakash Yadav (BID ID -1152026)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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