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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | L1 | Accepted-AOC Lowest Bid Value | |
| 2 | L2₹13.8 L+₹14,345.53 (1.05%)Rejected-Finance | L2 | Rejected-Finance Second Lowest Bid Value | |
| 3 | L3₹14.0 L+₹37,025.13 (2.71%)Rejected-Finance | L3 | Rejected-Finance Highest Bid Value |
Tender Value
₹13.7 L
EMD Value
₹27,325
Closing Date
28 Aug 2026, 11:00 amClosed
Executive Engineer, PWD
Malda Division, Singatala, Malda - 732101.
Repair and improvement of Old NH-34 road by potholes repairing, premix carpet with seal coat and providing table top hump at different stretches in the district of Malda, under Malda Division, PWD.
2026_WBPWD_5018387_1
WBPWD/EEMD/NC/eNIT_11/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Malda
Please refer Tender documents.
5 documents required · 5 mandatory
₹27,325
Yes
7 Sept 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
28 Aug 2026
14 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 | Repairing Pot-holes with Bituminous Macadam (Grading - I, for compacted thickness of 80mm to 100mm) 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 @3.3% 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-incharge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | - | CuM | 10,903.55 | - |
| 2 | Open - Graded Premix Surfacing 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 . | 1,400 | SqM | 234.16 | ₹3,27,824 |
| 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 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. | 1,888.6 | SqM | 122.46 | ₹2,31,277.96 |
| 4 | Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0% (min.) for Grading 1 & 4.5% (min.) for Grading 2 by weight of total mix and filler(Cement /lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505.4 complete in all respects (Reference to MORT&H's specification clause 505). 9b. With Continuous Type HMP (40-60 TPH) (ii) for Grading 2 (26.5 mm nominal size) | 3.15 | CuM | 15,559.24 | ₹49,011.61 |
| 5 | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2% (min.) for Gr.-1(19mm agg size) & @ 5.4% (min.) for Gr.- 2 (13.2mm agg size), as per table 500-17, of mix and filler(Cement /lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507complete in all respects (Reference to MORT&H's specification clause 507). 10b. With Continuous Type HMP (40-60 TPH) (ii) for Grading 2 (13.2 mm nominal size) | 2.8 | CuM | 18,307.34 | ₹51,260.55 |
| 6 | Tack 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). i) On bituminous surface @ 0.25kg /sqm Using Cationic RS | 2,011.1 | SqM | 27.79 | ₹55,888.47 |
| 7 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes (Reference to MORT&H's specification 803). | - | SqM | 622.79 | - |
| 8 | Add GST @18 % | 18 | Percentage | 11,57,831 | ₹2,08,40,958 |
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