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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹25.0 L
EMD Value
₹50,080
Closing Date
27 Oct 2026, 3:00 pm7d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
Construction of RCC drains in Ward-15 (Hajiapur) from Dalveers house to the sump well, and from the public toilet to the Councilors camp office.
2026_DOLBU_1192421_1
21/CE/CD/26-27 (1 To 20) Sr No 8 Tender List 37 Date-30.09.2026
Open Tender
Civil Works
Percentage
90 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
₹50,080
7 Oct 2026
7 Oct 2026
27 Oct 2026
7 Oct 2026
27 Oct 2026
7 Oct 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 |
|---|---|---|---|---|---|
| 1.01 | Dismantling of cement concrete or brick or dismantlled materials as directed by E/I.within a distance of 60.00M | 5.62 | CUM | 75 | ₹421.5 |
| 1.02 | Dismantling of old damage RCC or RB work i/c stacking of dismantlled materials as directed by E/I.within 60.00M. (S.I.No.694) a distance of | 0.61 | CUM | 1,404 | ₹856.44 |
| 1.03 | Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M | 11.63 | CUM | 660 | ₹7,675.8 |
| 1.04 | Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. excluding royalty.( S.I. No.251) | 63.23 | CUM | 209 | ₹13,215.07 |
| 1.05 | Cartage upto 5.00km for disposing of malba | 72.36 | CUM | 183.5 | ₹13,278.06 |
| 1.06 | Supply of Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253 | 231.82 | CUM | 359.27 | ₹83,285.97 |
| 1.07 | Providing and laying cement concrete in 1:4:8 (1 cement: 4 C sand 8 stone ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/I. | 27.4 | CUM | 7,125 | ₹1,95,225 |
| 1.08 | Providing and laying Concrete of M25 grade with minimum cement content of 330 kg/cum in position ready mixed or site batched design mix cement for concrete reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland/Portland Slag admixtures cement, in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. | 25.29 | CUM | 7,116.57 | ₹1,79,978.06 |
| 1.09 | Providing and laying Concrete of M25 grade with minimum cement content of 330 kg/cum in position ready mixed or site batched design mix for cement concrete reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. | 52.02 | CUM | 7,382.86 | ₹3,84,056.38 |
| 1.1 | Centering and shuttering foundation, Footing including strutting, propping etc. and removal of form for | 42.15 | SQM | 293.62 | ₹12,376.08 |
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