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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 19 KRISHNAVANTI COLONY DANADAYALPURA BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | Accepted-Technical Accept |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
25 May 2026, 3:00 pmClosed
RAJEEV KUMAR RATHI, EXECUTIVE ENGINEER NAGAR
NAGAR NIGAM BAREILLY
In Ward-29, road construction work by side track and hotmix from Jagdeep Chikara house ahead of Limra Plyboard to GN City Colony and CC road construction work from link street Yogesh house to Zubaida house.
2026_DOLBU_1148584_1
214/PA/NCAP/NN/2026-27 (1 to 11) SR NO 7 Date-13.05.2026
Open Tender
Civil Works
Percentage
90 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Bareillye-tender.com
₹2.1 L
20 Jun 2026
15 May 2026
25 May 2026
15 May 2026
25 May 2026
15 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 |
|---|---|---|---|---|---|
| 1.01 | Dismantling manually/ by mechanical Bituminous road means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | 961.05 | SQM | 320.28 | ₹3,07,805.09 |
| 1.02 | Earth work for cuitting or embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m 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) Analysis rate | 104.42 | CUM | 150 | ₹15,663 |
| 1.03 | Supply of Earth for filling or embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m 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) Analysis rate | 352.26 | CUM | 346.27 | ₹1,21,977.07 |
| 1.04 | Excavation in foundation in soil mixed with Moorm/shinghle/kankar, excavation to be in the regular pits not exceeding 0.5m in depth and earth work embankment to be in 20 cm. layers, including ramming and dressing the surface to required levels & slope and also including 1.5m lift and 30m . lead the earth from cutting to be used in making embankment or to be disposed as spoil banks with 30m .distance as directed by the engineer incharge.( S.I. No.252) (Excluding Royalty) | 13.5 | CUM | 195 | ₹2,632.5 |
| 1.05 | Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:6:12 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work . | 1.8 | CUM | 3,600 | ₹6,480 |
| 1.06 | First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work. | 29.01 | CUM | 5,350 | ₹1,55,203.5 |
| 1.07 | 12 mm thick plaster in 1:4 cement & c'sand mortor over brick work minimum thickness not less then 10 mm including all supply of meterial , Labour T&P etc required for proper completetion of the work. | 110.88 | SQM | 210 | ₹23,284.8 |
| 1.08 | Providing laying C.C with 2cm gauge approved stone ballast, approved coarse sand and cement in praportion of 1:2:4 including supply of all materials, labour and T&P etc required for proper completetion of the work. | 4.33 | CUM | 7,645 | ₹33,102.85 |
| 1.09 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in lighter beam excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. | 76.95 | CUM | 8,685 | ₹6,68,310.75 |
| 1.1 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in Slabs excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. | 4.61 | CUM | 8,260 | ₹38,078.6 |
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