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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.7 LAdmitted-Finance | -15.00% | ₹10.7 L | L1 | Admitted-Finance |
| 2 | L1₹10.7 LAdmitted-Finance | -15.00% | ₹10.7 L | L1 | Admitted-Finance |
| 3 | L1₹10.7 LAdmitted-Finance | -15.00% | ₹10.7 L | L1 | Admitted-Finance |
| 4 | L1₹10.7 LAdmitted-Finance 6 BAGIYA ADDA PACHAWALI RAOD ETAWAH UP PIN 206001 | ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | -15.00% | ₹10.7 L | L1 | Admitted-Finance |
| 5 | L1₹10.7 LAdmitted-Finance | -15.00% | ₹10.7 L | L1 | Admitted-Finance |
Tender Value
₹12.6 L
EMD Value
₹63,216
Closing Date
1 Jun 2026, 3:00 pmClosed
CHIEF ENGG NAGAR NIGAM MEERUT
NNM
Road construction work by CC from Maheshwari house to Raju Medical Store via Mansa Devi Temple in Ward 48 Madhavpuram Sector 01.
2026_NNMEE_1149586_72
242/SNV-105-L2/2026
Open Tender
Civil Works
60 days
MEERUT
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
MUNICIPAL COMMISSIONER NAGAR NIGAM
₹63,216
30 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
1 Jun 2026
25 May 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 | 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): 3 graded stone aggregate 20 mm nominal size). | 2.39 | Cum | - | - |
| 2 | 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. | 1.88 | Qtl | - | - |
| 3 | Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. | 18 | Sqm | - | - |
| 4 | Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate. | 40.85 | Cum | 1,366.75 | ₹55,831.74 |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate excluding of roller
charges | 40.85 | Cum | 947.37 | ₹38,700.06 |
| 6 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer -in-charge
Cement concrete prepared with batch mixing machine | 130.12 | Cum | - | - |
| 7 | Trimix for C.C. road etc. including hire & fuel charge of concrete floter + all completion of work. | 867.5 | Sqm | 100 | ₹86,750 |
| 8 | Providing & applying concrete hardner on C.C.road surface etc. all completion of work. | 1,388 | Kg. | - | - |
| 9 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(Minimum Depth 50 mm and Width of Groove 10 mm) | 200.4 | Rmt. | - | - |
| 10 | S/ fixing sign board at site +all comp of work | 1 | Nos | 3,000 | ₹3,000 |
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