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Tender Value
₹6.7 L
EMD Value
₹13,385
Closing Date
7 Aug 2026, 6:00 pm
Executive Engineer, Birbhum Highway Division II
Sarak Bhavan, Lambodarpur, Suri, Birbhum, 731101
Emergent road safety work at 15.805 km of Suri-Rajnagar Road(SH-6) under Suri Highway Subdivision of Birbhum Highway Division-II, in the District of Birbhum.
2026_WBPWD_5017249_1
WB/PWR/EE/BHDII/NIT5/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
Suri
Please refer Tender documents.
6 documents required · 6 mandatory
₹13,385
Yes
22 Jul 2026
22 Jul 2026
11 Aug 2026
22 Jul 2026
7 Aug 2026
22 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 | 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. | 88 | Sqm | 23.99 | ₹2,111.12 |
| 2 | Providing and laying bituminous macadam with 100-120 TPH hot
mix plant using crushed aggregates of specified grading premixed with approved bituminous binder @ 3.3% (min) for Grading -1 and 3.4% (min) for Grading -2 by weight of total mix , transported to site, laid over a previously prepared base with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504).for Grading II (19 mm nominal maximum aggregate size) Layer Thickness 50-75mm | 4.07 | Cum | 10,545.58 | ₹42,920.51 |
| 3 | 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). Mechanical method using approved grade Bitumen and HMP
of appropriate capacity not less than 75 tonnes/hour | 44 | Sqm | 215.88 | ₹9,498.72 |
| 4 | Providing and laying seal coat sealing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using. Type B seal coats (Reference to MORT&H's specification clause 511) with HMP using approved crushed stone aggregates of 2.36 mm to 90 micron of 0.006 m3 and viscosity grade paving bitumen of 0.68 Kg suitable approved grade per sqm. | 44 | Sqm | 80.54 | ₹3,543.76 |
| 5 | 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). | 1 | Sqm | 622.79 | ₹622.17 |
| 6 | 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 | 14 | Nos | 5,421.07 | ₹75,894.98 |
| 7 | 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 | - | Nos. | 4,769.44 | - |
| 8 | 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 x 45 cm rectangular | 14 | Nos | 4,642.96 | ₹65,001.44 |
| 9 | Providing and erecting direction and place identification etroreflectorised sign as per IRC :67 made of high intensity grade
sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's
specification 801). | 5.76 | Sqm | 20,507.73 | ₹1,18,124.52 |
| 10 | Providing and fixing of single mould twin shanked moulded road
markers/ road studs made of poly carbonate or ABS body and shall support a load of 13635 kg tested in accordance to ASTM D4280 and complying with specifications as per clause 804 of MoRT&Hs 5th revision and section 5 of IRC-35:2015, the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lenses face. The slope of retro reflecting surface should be 25 +/-5 degree to base. The reflective marker shall be fixed on the road surface using the poxy/adhesive and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. | 96 | Nos | 433.85 | ₹41,649.6 |
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