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Tender Value
₹40.1 L
EMD Value
₹80,258
Closing Date
3 Sept 2026, 10:00 am
Executive Engineer, Asansol Division, PWD
Office of the Executive Engineer, PWD, Asansol Division, Near Polo ground
Post monsoon work of Jamuria-Chakdola Road from 0.500 KM to 2.300 KM, 4.100 KM to 4.600 KM, 7.700 KM to 7.900 KM patch repairing work in stretches in the district of Paschim Bardhaman under Asansol Division, PWD, during the year of 2026-2027.
2026_WBPWD_5018320_2
WBPWD/EE/ASNDVN/eNIT08/2026-27
Open Tender
CIVIL WORKS
Percentage
21 days
Asansol
Please refer Tender documents.
5 documents required · 5 mandatory
₹80,258
Yes
11 Aug 2026
11 Aug 2026
7 Sept 2026
12 Aug 2026
3 Sept 2026
13 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 | Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed
stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and
compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired
density, complete as per clause 401 desired density, complete as per clause 401. Rate per cum for grading-III Material | 103.35 | Cum | 2,377 | ₹2,45,662.95 |
| 2 | 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).By Manual Means, Grading-2 (Table 400-9), Using Screening Crushable type such as Moorum or Gravel | 51.68 | Cum | 3,366.63 | ₹1,73,987.44 |
| 3 | 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). On WMM/WBM surface @ 0.70-1.0kg/sqm. | 689 | Sqm | 130.56 | ₹89,955.84 |
| 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). On Granular surface treated with primer @ 0.25kg-0.30 /sqm. | 689 | Sqm | 26.2 | ₹18,051.8 |
| 5 | 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). On bituminous surface @ 0.20kg-0.3kg /sqm. | 5,826 | Sqm | 23.98 | ₹1,39,707.48 |
| 6 | 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. | 61.3 | Cum | 8,201.4 | ₹5,02,745.82 |
| 7 | Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. Removal of all failed material,in the pavement courses and if necessary below the pavement,until the root causes of the failure is removed, the trimming of completed excavation to provide firm vertical faces;specified for the pavement layer; application of tack coat conforming to cl. 503 of MORT&H's specification ,on to the sides and base of excavation prior to placing hot bituminous material as per clause 510 and the compaction,trimming and finishing of the surfaces of all
patches to form a smooth continuous surface, level with the surrounding road as per the requirement of clause 3004.2 of MORT&H's specification . | 6,515 | Sqm | 227.96 | ₹14,85,159.4 |
| 8 | 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), Case - I : Type A (Stone chips 6.7mm size) Providing and laying of liquid seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | 6,515 | Sqm | 114.43 | ₹7,45,511.45 |
| 9 | Value of Labour Welfare Cess @ 1% | - | Each | 0.01 | - |
| 10 | Total cost excluding Labour Welfare Cess | - | Each | 1 | - |
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