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Tender ID
Tender Value
₹38 L
EMD Value
₹3.8 L
Closing Date
27 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the SE Banda Circle PWD Banda
Special Repair work of Kalwaliya link road in Km-1, 2, 3 and 4(500)
2026_CEBAN_1127058_9
1284/35C-Banda Circle/25-26 Dated 18-03-2026
Open Tender
Civil Works
Fixed-rate
60 days
Chitrakoot
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
₹3.8 L
Office of the SE Banda Circle PWD Banda
9 Apr 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means | |||||
| 2Scarifying the Existing bituminous Road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.5 | |||||
| 3Providing and applying primer coat with bitumen emulsion (SS-2) 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 as per Technical Specification Clause 502 | |||||
| 4Providing and applying tack coat with Bitumen (VG-10) using distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 5Providing, 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 or emulsion 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 either Type-C as per Technical Specification Clause 508. | |||||
| 6Providing 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 | |||||
| 7Construction of Embankment/ 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 with lead upto 1000 m as per Technical Specification Clause 303.1.carted earth. | |||||
| 8Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. SI No 251 | |||||
| 9Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. SI No 255 | |||||
| 10Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SI No 281 | |||||
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