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Tender Value
₹17.0 L
EMD Value
₹34,081
Closing Date
3 Sept 2026, 11:00 am6d left
Executive Engineer, PWD
Malda Division, Singatala, Malda - 732101.
Emergent repairing of pot holes and Surfacing work in stretches from Ch. 5.50 Km. to 7.50 km. and 13.50 Km. to 14.50 Km. of Gour-Mahadipur road in the district of Malda, under Malda Division PWD.
2026_WBPWD_5018899_1
WBPWD/EEMD/NC/eNIT_14/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Malda
Please refer Tender documents.
5 documents required · 5 mandatory
₹34,081
Yes
20 Aug 2026
20 Aug 2026
7 Sept 2026
20 Aug 2026
3 Sept 2026
20 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 |
|---|---|---|---|---|---|
| 1 | 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 and bitumen, 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 per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | - | CuM | 8,676.53 | - |
| 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). Case - I: Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . | 3,934 | SqM | 238.59 | ₹9,38,613.06 |
| 3 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511) Type B seal coat ( Materials required per sqm:- 2.36 mm to 90 micron size @ 0.006 m3 & bitumen @ 0.68 kg) | - | SqM | 90.27 | - |
| 4 | 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). ( Materials required per sqm:- Bitumen emulsion @.20kg) i)On bituminous surface @ 0.20kg- 0.3kg /sqm. | - | SqM | 27.79 | - |
| 5 | Add GST @18 % | 18 | Percentage | 14,44,099 | ₹2,59,93,782 |
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FORM2911.pdf
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BOQ • 0.33 MB
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