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Tender Value
₹21.7 L
EMD Value
₹43,480
Closing Date
31 Aug 2026, 11:30 am3d left
EXECUTIVE ENGINEER,UTTAR DINAJPUR DIVISION,PWD
Dr. B.C.Roy Sarani,P.O. Raiganj, Dist. Uttar Dinajpur
Repair of potholes, filling of depressions using Premix and Seal coat on the Shyampur More to Kotar road from chainage 0.00 km to 8.20 km (in stretches) under Uttar Dinajpur Division, P.W.D in the district of Uttar Dinajpur during the year 2026-27.
2026_WBPWD_5018438_4
WBPWD/EE/UDD/NIT-06/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
RAIGANJ
Please refer Tender documents.
4 documents required · 4 mandatory
₹43,480
Yes
17 Aug 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
31 Aug 2026
17 Aug 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 |
|---|---|---|---|---|---|
| 1Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). | |||||
| 1.01 | By Manual Means | - | - | - | - |
| 1.02 | Grading - 2 | - | - | - | - |
| 1.03 | Using Screening type - B (11.2 mm aggregate) | 37.69 | Sq.m | 4,887.06 | ₹1,84,193.29 |
| 2 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade 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 smooth wheeled tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour | 4,132.2 | Sq.m | 260.21 | ₹10,75,239.76 |
| 3 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type B seal coats (Reference to MORT&H's specification clause 511). Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | 4,132.2 | Sq.m | 95.24 | ₹3,93,550.73 |
| 4Prime Coat Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). | |||||
| 4.01 | On WMM/WBM surface @ 0.85kg /sqm. Using Cationic SS-1 | 502.5 | Sq.m | 144.23 | ₹72,475.58 |
| 5Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). | |||||
| 5.01 | On Granular surface treated with primer @ 0.275 /sqm. Using Cationic RS | 502.5 | Sq.m | 30.55 | ₹15,351.38 |
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