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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.7 LAccepted-Finance 115 5 NADIBHAG 1ST LANE BADU ROAD MADHYAMGRAM KOLKATA 700128 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700128 | ₹7.7 L | 1 | Accepted-Finance Lowest |
| 2 | 2₹8.0 L+₹23,726.39 (3.07%)Rejected-Finance | ₹8.0 L+₹23,726.39 (3.07%) | 2 | Rejected-Finance Not Lowest |
| 3 | 3₹8.1 L+₹35,782.89 (4.64%)Rejected-Finance | ₹8.1 L+₹35,782.89 (4.64%) | 3 | Rejected-Finance Not Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified due to non-submission of P.Tax. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified due to submitted of P.Tax not up to date |
Tender Value
₹7.7 L
EMD Value
₹15,457
Closing Date
19 Aug 2026, 1:00 pmClosed
Sanjoy Das, EE
Ashabari House, Krishnagar, Nadia
NH-34 Mira Plassey to Kaliganj Health Centre Road from 0.00 kmp to 8.00 kmp, emergent installation of Rumble Strip, speed breaker By Bituminous of Plassey Highway Sub-Division under Nadia Highway Division No-I, in the district of Nadia.
2026_WBPWD_5017744_4
WBPWD(R)/EE/NHD-I/NIeT-3/26-27
Open Tender
CIVIL WORKS
Item Rate
30 days
Nadia
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,457
21 Sept 2026
31 Jul 2026
21 Aug 2026
1 Aug 2026
19 Aug 2026
1 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 - 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. | - | M3 | 9,304.87 | - |
| 2 | 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 . | - | M2 | 282.79 | - |
| 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)
Providing and laying of premix sand seal coat (Type B) with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | - | M2 | 92.48 | - |
| 4 | Retro-Reflectorised Traffic Signs:
Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).
90 cm equilateral triangle | - | Each | 5,527.48 | - |
| 5 | Retro-Reflectorised Traffic Signs:
Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).
60 cm circular | - | Each | 4,875.86 | - |
| 6 | Retro-Reflectorised Traffic Signs:
Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).
80 cm x 60 cm rectangular | - | Each | 6,791.75 | - |
| 7 | Supplying & fixing of Raised Pavement Markers/Road Studs/Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and compling to Specifications of Category A of MoR&TH Circular No. RW/NH/33023/10-97 - DO III Dt. 11.06.1997 & MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearence etc and complete as directed by the Engineer in Charge.
The contractor will have to provide a test certificate from a reputable national/international laboratory comforming the above specifications. | - | Each | 219.98 | - |
| 8 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on
Bituminous SurfaceProviding 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). | - | M2 | 622.79 | - |
| 9 | 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).
On bituminous surface @ 0.25kg /sqm. | - | M2 | 27.45 | - |
| 10 | Add : GST @ 18% | - | % | 18 | - |
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