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Tender Value
₹21.8 L
EMD Value
₹43,040
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
Daspara - Goabari Road (BOP)-Chainage from 2.00 Km - 6.50 Km (in stretches)-Patch Repairing and Depression filling Work under Uttar Dinajpur Division, PWD during the year 2026-27.
2026_WBPWD_5018438_1
WBPWD/EE/UDD/NIT-06/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
DASPARA
Please refer Tender documents.
4 documents required · 4 mandatory
₹43,040
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 |
|---|---|---|---|---|---|
| 1Repairing Pot-holes with Bituminous Macadam (Grading - II, for compacted thickness of upto 75mm) | |||||
| 1.01 | Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates andbitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as perdirection of Engineer-in-charge. Payment to be made on the basis of the loose net volume ofthe stone aggregates used in the work. | - | Cu.m | 10,110.5 | - |
| 2Providing, 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). | |||||
| 2.01 | By Manual Means | - | - | - | - |
| 2.02 | Grading -2 (Table 400-9) | - | - | - | - |
| 2.03 | Using Screening (Table 400-10) Type-B (11.2 mm aggregate) | - | Cu.m | 5,946.28 | - |
| 3Providing, 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). (Using SS-1 Type) | |||||
| 3.01 | Case - I: Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour | 3,918.75 | Sq.m | 278.95 | ₹10,93,135.31 |
| 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 @ 0.70-1.0kg/sqm. | 168.75 | Sq.m | 145.19 | ₹24,500.81 |
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