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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71.6 LAdmitted-Finance 27 DEV VIHAR DHANI KUMAWATAN SANGAINER JAIPUR RAJASTHAN 302011 | JAIPUR | JAIPUR | RAJASTHAN | 302011 | L1 | Admitted-Finance | ||
| 2 | L1₹71.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 3 | L1₹71.6 LAdmitted-Finance 171 GLOBEL SPACE HUDA GLOBEL SPACE COLONY 125055 | SIRSA | HARYANA | 125055 | L1 | Admitted-Finance | ||
| 4 | L1₹71.6 LAdmitted-Finance D 61 PALLAVPURAM PHASE I MRT MEERUT | MEERUT | L1 | Admitted-Finance | ||
| 5 | L1₹71.6 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹84.3 L
EMD Value
₹6.2 L
Closing Date
24 Sept 2026, 3:00 pmClosed
CHIEF ENGINEER
NNM
Construction of an RCC drain from the Saraswati Vihar Police Outpost to 52-Futa Road in Ward-22.
2026_NNMEE_1183629_24
956/SNV-44T-15FFC/2026
Open Tender
Civil Works
Fixed-rate
90 days
MEERUT
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
NAGAR AYUKT NAGAR NIGAM
₹6.2 L
8 Oct 2026
9 Sept 2026
24 Sept 2026
9 Sept 2026
24 Sept 2026
9 Sept 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 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1,187.2 | Cum | 193.11 | ₹2,29,258.46 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. | 1,187.2 | Cum | 366.56 | ₹4,35,177.13 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-ill) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) | 134.4 | Cum | 5,053.61 | ₹6,79,205.55 |
| 4 | 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-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 426.55 | Cum | 6,710.76 | ₹28,62,475.93 |
| 5 | Centering and shuttering with 12 mm 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 | 2,945.84 | Sqm | 79.23 | ₹2,33,403.69 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 40,181.01 | kg | 80.01 | ₹32,14,906.27 |
| 7 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate | 17.44 | Cum | 1,366.75 | ₹23,836.04 |
| 8 | Laying, Spreading and Consolidation upto 10 cm (loose) thick coat But Excluding Roller Charges. | 17.44 | Cum | 947.36 | ₹16,521.96 |
| 9 | 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 | 32.71 | Cum | 7,811.4 | ₹2,55,526.52 |
| 10 | Dewatering with centrifugal pump with POL and pump opretor for 8 working Hour per Day. (Rate Rs. 40.00 Per Hour/Per HP) | 1,440 | Hrs | 320 | ₹4,60,800 |
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