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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC | L1 | Accepted-AOC Lowest rate quoted | |
| 2 | L2₹24.7 L+₹2.9 L (13.1%)Rejected-Finance | L2 | Rejected-Finance INELIGIBLE | |
| 3 | L3₹25.2 L+₹3.4 L (15.3%)Rejected-Finance | L3 | Rejected-Finance INELIGIBLE | |
| 4 | L4₹25.3 L+₹3.5 L (15.9%)Rejected-Finance 96 A 6 NUTANCHATI CHRISTIANDANGA BANKURA | BANKURA | BANKURA | WEST BENGAL | 722101 | L4 | Rejected-Finance INELIGIBLE | |
| 5 | L5₹25.6 L+₹3.7 L (17.0%)Rejected-Finance | L5 | Rejected-Finance INELIGIBLE |
Tender Value
₹25.9 L
EMD Value
₹51,140
Closing Date
12 Aug 2026, 2:00 pmClosed
Executive Engineer, Bankura Highway Division
Office of the Executive Engineer, Bankura Highway Division, P.W. (Roads) Directorate, Nutanchati, Bankura
Saltora Murulia from Ch. 0.00 km to Ch. 2.00 km and Ch. 7.00 km to Ch. 12.70 km (in stretches) repairing and maintenance work under Bankura Highway Division in the district of Bankura.
2026_WBPWD_5017342_1
WBPWRD/EE/BHD/NIT-04/26-27
Open Tender
CIVIL WORKS
Percentage
60 days
BANKURA
As per tender document
5 documents required · 5 mandatory
₹51,140
Yes
2 Sept 2026
24 Jul 2026
14 Aug 2026
29 Jul 2026
12 Aug 2026
29 Jul 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 - II, for compacted thickness of upto 75mm)
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.
Using Pakur Varity Stone Chips and VG-30 Bulk Bitumen | 34.57 | Cum | 8,412.64 | ₹2,90,824.96 |
| 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).
Using Pakur Varity Stone Chips and VG-30 Bulk Bitumen
Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . | 3,481 | Sqm | 231.09 | ₹8,04,424.29 |
| 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)
Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade.
Using Pakur Varity Stone Chips with VG-30 Bulk Bitumen | 4,057.2 | Sqm | 84.55 | ₹3,43,036.26 |
| 4 | 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 RS-1 Cationic Emulsion | 4,057.2 | Sqm | 24.08 | ₹97,697.38 |
| 5 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M30
Using Concrete Mixer | 4.2 | Cum | 6,675.84 | ₹28,038.53 |
| 6 | Concrete Block Pavement
Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause
6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.
b) Using Type - II (100 mm thickness) inter locking system | 246.75 | Sqm | 1,824.84 | ₹4,50,279.27 |
| 7 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201)
By Manual Means
In area of light jungle | - | Hec | 65,471.84 | - |
| 8 | Restoration of rain cuts
Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width and extending continuously for a sufficient length and height of benches shall be in the range of 150- 300mm. Fresh material shall be deposited in layers not exceeding 250 mm and compacting with plate compactor or power rammers or by suitable implements handled manually to restore the original alignment, levels and slopes as per
the requiremnt of MORT&H's specification 3002. | 231 | Cum | 140.54 | ₹32,464.74 |
| 9 | Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor as per the requirement of MORT&H's specification 3003. | 2,310 | Sqm | 17.11 | ₹39,524.1 |
| 10 | SUB TOTAL | - | - | - | - |
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