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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-AOC DIPKA KATGHORA KORBA 495452 | KORBA | CHHATTISGARH | 495452 | ₹26.4 L Quoted ₹22.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical AT BHAGA NO 5 NEAR MAHAVIR ASTHAN PO BHAGA DHANBAD | BHAGA | DHANBAD | - | - | Rejected-Technical L9 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L10 |
| 4 | Rejected-Technical PLOT NO 28 ICCR EXTN T P NAGAR KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | - | - | Rejected-Technical L8 |
| 5 | Rejected-Technical AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | - | - | Rejected-Technical L2 |
Tender Value
₹49.9 L
EMD Value
₹62,400
Closing Date
10 Feb 2026, 6:50 pmClosed
STAFF OFFICER, CIVIL DIPKA AREA
OFFICE OF STAFF OFFICER CIVIL, DIPKA AREA, CG 495452
Replacement of rusted profile sheet of Erection yard shed along with providing 1 number of car parking stand beside the GM Mining office of Dipka Expansion project at Dipka Area.
2026_SECL_351971_1
SECL/DA/CIV/e-TENDER/25-26/94 dated 29-01-2026
Open Tender
Civil Works - Others
150 days
DIPKA AREA
AS PER NIT
3 documents required · 3 mandatory
₹62,400
12 Mar 2026
29 Jan 2026
11 Feb 2026
29 Jan 2026
10 Feb 2026
30 Jan 2026
29 Jan 2026 - 3 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal 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 gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
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 :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)
Brick work with Fly ash bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with fly ash bricks in super structure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Cold twisted bars
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 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
White washing with lime to give an even shade : New work (three or more coats)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
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 precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete.Ridges plain (500 - 600 mm).
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of. G.S. Sheet.
Total Impact of GST for the Purpose of CTC
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