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Tender Value
₹25.4 L
EMD Value
₹50,759
Closing Date
1 Oct 2026, 3:00 pm4d left
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
Construction of drains and CC roads in Ward No. 76 (English Ganj) along the following routes from Saklaini Meat Shop via Jama Masjid to Asifs Tea Shop from Sheesh via Mansoor and Babbam to Wasim Fruit Seller and from Suhail via Hatib Kamil to Junaids
2026_DOLBU_1189246_1
11/CE/CD/26-27 (21 To 40) Sr No 40 Tender List 40 Date-21.09.2026
Open Tender
Civil Works
Percentage
90 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
₹50,759
25 Sept 2026
25 Sept 2026
1 Oct 2026
25 Sept 2026
1 Oct 2026
25 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 |
|---|---|---|---|---|---|
| 1.01 | 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 | 17.21 | CUM | 660 | ₹11,358.6 |
| 1.02 | Dismantling of rcc slab | 2.11 | CUM | 1,404 | ₹2,962.44 |
| 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 | 1 | SQM | 12 | ₹12 |
| 1.04 | Dismantling of cement concrete | 127.42 | CUM | 75 | ₹9,556.5 |
| 1.05 | Cartage upto 5.00km for disposing of malba | 114.68 | CUM | 183.5 | ₹21,043.78 |
| 1.06 | 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) | 126.08 | CUM | 209 | ₹26,350.72 |
| 1.07 | 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 | 83.62 | CUM | 359.27 | ₹30,042.16 |
| 1.08 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick 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. (S.I No. 273) | 43.65 | CUM | 3,705 | ₹1,61,723.25 |
| 1.09 | P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc | 95.57 | CUM | 4,059 | ₹3,87,918.63 |
| 1.1 | First class brick work in 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. | 79.81 | CUM | 5,500 | ₹4,38,955 |
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