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Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
29 Sept 2026, 12:00 pm6d left
EE CD PWD MEERUT
EE CD PWD MEERUT
Reconstruction work from Radhana Moman Road to Radhana Kheda Road.
2026_CEMRT_1187763_3
1704/3A DT 27-08-2026
Open Tender
Civil Works
Fixed-rate
180 days
EE CD PWD MEERUT
ABCD
3 documents required · 3 mandatory
₹944
₹2.2 L
EE CD PWD MEERUT
22 Sept 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
23 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 | Water Bound Macadam Grading - 3 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 roller 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. | 230 | Cum | 3,400 | ₹7,82,000 |
| 2 | Providing and applying primer coat with bitumen emulsion SS2 on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue 502. | 3,040 | Cum | 55 | ₹1,67,200 |
| 3 | Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503). | 3,040 | Sqm | 24 | ₹72,960 |
| 4 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen 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 wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. | 3,040 | Sqm | 210 | ₹6,38,400 |
| 5 | Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. | 3,040 | Sqm | 85 | ₹2,58,400 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 380 | Cum | 106 | ₹40,280 |
| 7 | Brick lining on both side of the road of M-150 Bricks 7cm wide 11cm deep laid with mud mortar including labour & supply of Brics finished to the required templet and in proper alignment and also including Drassing and ramming the Excavated earth by the Engineer- Incharge | 0.81 | Km | 80,000 | ₹64,400 |
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