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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical accept |
| 2 | Accepted-Technical | Accepted-Technical accept |
| 3 | Accepted-Technical 409 4TH FLOOR ISCON ELEGANCE NR JAIN TEMPLE PRAHALADNAGAR CROSS ROAD S G HIGHWAY AHMEDABAD 380015 | AHMEDABAD | AHMEDABAD | GUJARAT | 380015 | Accepted-Technical accept |
Tender Value
₹325.9 Cr
EMD Value
₹3.3 Cr
Closing Date
23 Dec 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Eng, Cont. Cirl, Benajhabar, Kan
Superintending Eng, Cont. Cirl, Benajhabar, Kan
Kanpur Sewerage Work in Sewerage District-II Part-D under AMRUT 2.0 Programme
2024_UPJNM_976218_1
1478/AC-7/237
Open Tender
Civil Works
Turn-key
1095 days
Barra, Karrahi, Jaurali, Naubasta West, Bingawan
Kanpur Sewerage Work in Sewerage District-II Part-D under AMRUT 2.0 Programme
2 documents required · 2 mandatory
₹23,600
EE, Const. Division (First), U.P.J.N (Urban)Kanpur
₹3.3 Cr
Office of SE, Construction Circle, Benajhabar, Kan
18 Feb 2025
22 Nov 2024
24 Dec 2024
22 Nov 2024
23 Dec 2024
22 Nov 2024
27 Nov 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting/dismentaling/taking out of bitumen road ,stacking properly old serviceable materials and disposal of unserviceable materials as per direction of engineer in charge.
Cement concrete road | 80,860.31 | SQM | 84.44 | ₹68,27,844.58 |
| 2 | Bituminuos road | 2,20,655.47 | SQM | 41.43 | ₹91,41,756.12 |
| 3 | Interlocking road(taking out and stacking) | 1,50,169.15 | SQM | 28.14 | ₹42,25,759.88 |
| 4 | Excavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenches Including Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8km as per direction of engineer-in-charge
0 to 1.5 M B.G.L. | 6,95,785.14 | cum | 216.47 | ₹15,06,16,609.26 |
| 5 | 1.5 to 3.0 m B.G.L. | 2,48,576.16 | cum | 274.3 | ₹6,81,84,440.69 |
| 6 | 3.0 to 4.5 m B.G.L. | 85,423.16 | cum | 338.94 | ₹2,89,53,325.85 |
| 7 | 4.5 to 6.0 M B.G.L. | 34,525.27 | cum | 448.75 | ₹1,54,93,214.91 |
| 8 | 6.0 to 7.5 m B.G.L. | 24,409.89 | cum | 586.77 | ₹1,43,22,991.16 |
| 9 | 7.5 to 9.0 M B.G.L. | 7,464.36 | cum | 771.27 | ₹57,57,036.94 |
| 10 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches/draans (not exceeding 1.5 m width or 10sqm on plan)excavated soil and disposal of surplus excavated soil excavated soil as directed ,within a lead of 50m including dressing of sides and jamming of bottom lift up to 1.5m. | 1,88,599.42 | cum | 189.02 | ₹3,56,49,062.37 |
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details.html
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BOQ_1713788.xls
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156910694.pdf
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157768040.pdf
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158551346.pdf
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td-d2-part-d-2.pdf
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