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Tender Value
₹26.2 L
EMD Value
₹2.7 L
Closing Date
28 Sept 2026, 12:00 pm5d left
E.E
OFFICE OF EE CD1 PWD BLY
Special Repair Work of Chandhpur Bisharatganj to Mirzapur Road (Transferred by the Sugarcane Department) in Distt Bareilly Financial Year 2026-27
2026_CEBLY_1186699_1
2541(9)/E-TENDER/2026-27 dated 07-09-2026
Open Tender
Civil Works - Roads
Fixed-rate
60 days
BAREILLY
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹2.7 L
Yes
OFFICE OF EE CD1 PWD BLY
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
18 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 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 48 | Cum | 4,600 | ₹2,20,800 |
| 2 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including cost of Bitumen VG-10) | 1,500 | Sqm | 29 | ₹43,500 |
| 3 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 508) (Including cost of Bitumen VG-10) | 1,500 | Sqm | 234 | ₹3,51,000 |
| 4 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (Including cost of Bitumen VG-10) | 1,500 | Sqm | 91 | ₹1,36,500 |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 Grade M30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (C.C. work will be carry out from RMC/ SLM) | 112 | Cum | 8,250 | ₹9,24,000 |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 225 | Cum | 64 | ₹14,400 |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 (Carted Earth work for 1 km) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 150 | Cum | 96 | ₹14,400 |
| 8 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Excluding Royalty) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 129 | Cum | 192 | ₹24,768 |
| 9 | Providing concrete for plain/reinforced concrete in 1:3:6 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper co | 32 | Cum | 6,900 | ₹2,20,800 |
| 10 | Brick masonry work in cement mortar in 1:3 foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 69 | Cum | 6,440 | ₹4,44,360 |
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