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Tender Value
₹73.7 L
EMD Value
₹1.5 L
Closing Date
12 Jun 2026, 3:00 pm6d left
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
Ward-37, Nadausi Hot mix road and CC tile side pavement construction from Mathurapur bus stop via Gangwar Medical to Shivgyan Pharmacy College.
2026_DOLBU_1156994_1
232/PA/NCAP/NNB/26-27 (1 To 3) Sr No 3 Tender List 3 Date-03.06.2026
Open Tender
Civil Works
90 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,732
Bareillye-tender.com
₹1.5 L
4 Jun 2026
4 Jun 2026
12 Jun 2026
4 Jun 2026
12 Jun 2026
4 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Dismantling of old damaged B.O.E. soling/C.C.Interlocking Tiles and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(Non Schedule Item No.1) | 60 | SQM | 12 | ₹720 | BI01010001010000000000000515BI0100001113 |
| 1.02 | Dismantling of bituminous road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge As per D.S.R. No. 15.43.2 | 10 | SQM | 320.83 | ₹3,208.3 | BI01010001010000000000000515BI0100001114 |
| 1.03 | 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 | 675.43 | CUM | 165 | ₹1,11,445.95 | BI01010001010000000000000515BI0100001115 |
| 1.04 | Cartage of Surplus earth upto 5km. | 675.43 | CUM | 183.5 | ₹1,23,941.4 | BI01010001010000000000000515BI0100001116 |
| 1.05 | 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) | 25.76 | CUM | 3,600 | ₹92,736 | BI01010001010000000000000515BI0100001117 |
| 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 SI N0.305 | 90.16 | CUM | 5,350 | ₹4,82,356 | BI01010001010000000000000515BI0100001118 |
| 1.07 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) | 392 | SQM | 210 | ₹82,320 | BI01010001010000000000000515BI0100001119 |
| 1.08 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. | 12.88 | CUM | 7,645 | ₹98,467.6 | BI01010001010000000000000515BI0100001120 |
| 1.09 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert 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. SI No. 284 | 8.64 | CUM | 8,260 | ₹71,366.4 | BI01010001010000000000000515BI0100001121 |
| 1.1 | Mild steel or Iron for plain work such as reinforced 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 E/I SI No. 504 | 8.48 | QTL | 8,870 | ₹75,217.6 | BI01010001010000000000000515BI0100001122 |
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