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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 288A INDRA NAGAR IZZAT NAGAR BAREILLY BAREILLY UTTAR PRADESH 243122 | BAREILLY | UTTAR PRADESH | 243122 | Accepted-Technical Accept |
Tender Value
₹24.1 L
EMD Value
₹48,210
Closing Date
20 Apr 2026, 3:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
Construction of an RCC drain from Chands house to Yasin Ansaris house in Ward-34 Partapur Chaudhary.
2026_DOLBU_1136309_1
06/CE/CD/26-27 (1 To 20) Sr No 17 Tender List 32 Date-09.04.2026
Open Tender
Civil Works
Percentage
90 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,832
Bareillye-tender.com
₹48,210
29 Jun 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 Apr 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 | Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared | - | SQM | - | - |
| 1.02 | 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.( S.I. No.251) (Excluding Royalty) | - | CUM | - | - |
| 1.03 | Sand filling in plinth including supply of necessary quality of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. rquired for proper completion of the work. (Rate is including Rovalitvi | - | CUM | - | - |
| 1.04 | Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work | - | CUM | - | - |
| 1.05 | R.C.C In Sub Structure Providing and laying in position ready mixed or site batched design mix cement concrete for 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | - | CUM | - | - |
| 1.06 | RCC Work in Super Structure Providing and laying in position ready mised of site batchod design mis cement concrete for reinforced cement concrete work, using course aggregate and fine aggregate derived from natural sources. Portland Pozzuolana / Ordinary Portland Portland Slag cement, admistures in recommended proportions as per IS: 9103 is accelerate/retard setting of concrete, to improve durability and wivkabdity without impairing strength, including pumping of concrete to sine of laying, curing. carmage for all leads, but excluding the cost of centering, shuttering, finishing and reinforcement at per direction of the engineer-in-charge, for the Following grades of concrete Note: Ustra cement up to 10% of the minimum specified cement content in design min shall be payable separately, in case the cement content in design mix is more than 1.10 times of the specified minimum coment coment, the contractor shall have discretion to either re-design the mix or bear ibe cost of extra coment | - | CUM | - | - |
| 1.07 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mana concrete | - | SQM | - | - |
| 1.08 | Columes, Pillars, Piers, Abutments, Posts and Struts RATE (DSR Rate x 0.735x109/107) -961.30 x 0.735x109/107 Wall apto NGLSlab | - | SQM | - | - |
| 1.09 | Mild steel or Iron for plain work such as remforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per F1 51 | - | QTL | - | - |
| 1.1 | PVC Pipe 63mm for Weep hole | - | RM | - | - |
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