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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Fee/PreQual/Technical/Finance 892 PANKI GANGA GANGA KANPUR | KANPUR | KANPUR | UTTAR PRADESH | -15.00% | ₹8.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹8.3 LAdmitted-Fee/PreQual/Technical/Finance | -15.00% | ₹8.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L1₹8.3 LAdmitted-Fee/PreQual/Technical/Finance | -15.00% | ₹8.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L2₹9.7 L+₹1.4 L (16.5%)Admitted-Fee/PreQual/Technical/Finance | -1.00% | ₹9.7 L+₹1.4 L (16.5%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L3₹9.8 L+₹1.5 L (17.4%)Admitted-Fee/PreQual/Technical/Finance 233 ANAND NAGAR RATAPUR KANPUR UTTAR PRADESH | KANPUR | KANPUR | UTTAR PRADESH | -0.20% | ₹9.8 L+₹1.5 L (17.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.8 L
EMD Value
₹98,062
Closing Date
24 Jul 2026, 3:00 pmClosed
Chief Engineer
Office Motijheel Nagar Nigam Kanpur
Construction of road and drain in front of Pramod Srivastava (Lekhpal) house in Mohalla Mirzapur New Basti Awas Vikas Sector 8 under Zone-6 Ward-19 and from Ashish Chauhan house to Vishal house via Krishna Verma house.
2026_NNKAN_1171553_1
95/AA-6/2026-27
Open Tender
Civil Works
Fixed-rate
45 days
Ward-19
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹98,062
21 Sept 2026
22 Jul 2026
24 Jul 2026
22 Jul 2026
24 Jul 2026
22 Jul 2026
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 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. | 68.3 | sqm | 67 | ₹4,576.1 |
| 2 | Earth Work-Excavating, suppling and filling of local earth (incuding royalty) by mechenical transport upto a lead of 1km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth sides of foundation etc. Excavating, suppling and filling of local earth (incuding royalty) by mechenical transport upto a lead of 1km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth sides of foundation etc.-Rate-125.00 per 1 Cum. | 577.8 | cum | 125 | ₹72,225 |
| 3 | 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),
excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. | 59.94 | cum | 215 | ₹12,887.1 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size). | - | cum | 4,380 | - |
| 5 | Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand) | 0.2 | cum | 6,600 | ₹1,319.34 |
| 6 | 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) | 199.8 | sqm | 182 | ₹36,363.6 |
| 7 | Concrete/R.C.C. Work-RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft foundation with 1:1.5:3 (1 cemnt 1.5 С. sand 20 mm size stone ballast) RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft foundation with 1:1.5:3 (1 cemnt 1.5 C. sand 20 mm size stone ballast) including bending binding and fixing of reinfocement in position casting cutting of wall and satisfaction of the engineer in charge including cost of all material etc all complete (ch-5. sn-15, ref-5.2.2)-Rate-8600.00 per 1 Cum. | - | cum | 8,600 | - |
| 8 | Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.-Rate-3671 per 1 Cum. | 35.41 | cum | 3,671 | ₹1,29,990.11 |
| 9 | R.C.C. work including straightening, cutting, bending. placing in positon and biding all comp Steel reinforcement for R.C.C. work Including straightening, cutting, bending, placing in position and binding all complete upto plinth level.-Rate-7200.00 per 1 Qtl | 0.55 | qtl | 7,200 | ₹3,960 |
| 10 | MORD 1500 (6.7)-FS26009-ROAD WORK-Supply & Laying Of 80mm thick rubber moulded interlocking tiles with local sand 25-40 mm thick etc all complete. Providing and laying of Interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.)-Rate-925 per 1 Sqm. | 354.1 | sqm | 925 | ₹3,27,542.5 |
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