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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC SECOND FLOOR H O SURENDRA PRASAD SINGH NEAR UNION BANK INDUSTRIAL AREA PATLIPUTRA COLONY PATNA BIHAR 800023 | PATNA | PATNA | BIHAR | 800023 | ₹10.6 L | L1 | Accepted-AOC Since it is L1 bidder and eligible as per NIT |
| 2 | Rejected-Technical WARD NO22 127 GHARAULI KALA KAMARI MATA MANDIR GALI NIGAHI WAIDHAN M P | WAIDHAN | SINGRAULI | MADHYA PRADESH | - | - | Rejected-Technical Not evaluated as per NIT |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not evaluated as per NIT |
Tender Value
₹18.3 L
EMD Value
₹22,900
Closing Date
2 Mar 2026, 5:00 pmClosed
SO(Civil), Amlohri
Office of SO(Civil), Area GM Office, Amlohri Area, Singrauli District, M.P.
Providing oil and lubricant collection pits along with drain in the Regional Store Complex at Amlohri Project.
2026_NCL_353343_1
SO(C)/AML/25-26/ETN/23
Open Tender
Civil Works - Others
75 days
Amlohri
AS PER NIT
3 documents required · 3 mandatory
₹22,900
9 May 2026
18 Feb 2026
3 Mar 2026
18 Feb 2026
2 Mar 2026
19 Feb 2026
18 Feb 2026 - 23 Feb 2026
Part A
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil
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 up to 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. cum
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 20 mm nominal size).
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
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 gm 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 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) 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.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 gm 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 - 600mm).
Brick work with FALG bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand)
Total impact of GST for the purpose of CTC
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