Loading…
Loading…
Tender Value
₹37.9 L
EMD Value
₹75,702
Closing Date
16 Jun 2026, 3:00 pm2d left
Executive Engineer Barasat Highway Division-I
Office of The Executive Engineer Barasat Highway Division-I, P.W. (Roads) Dte. Purta Bhavan, 3rd Floor, Room No. 305, 306, 307, 308, 309 Salt Lake, Kolkata-700091
Emergent patch repair work and mainteance of existing road surface of Netaji Subhas Chandra Bose International Airport from Gate No.- 1.00 to Gate No.- 2.50 within Airport boundary wall under Barasat Highway Division I, P.W. (Roads) Dte
2026_WBPWD_5015302_1
WBPWRD/EE/BHDI/eNIT04/26-27/01
Open Tender
CIVIL WORKS
BAGUIHATI
Please refer Tender documents.
5 documents required · 5 mandatory
₹75,702
10 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
16 Jun 2026
11 Jun 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 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (b) By mechanical means (without milling
machine) : (i) From 25 mm to 50 mm thick. | 2,664 | Sq.m | 3.8 | ₹10,123.2 |
| 2 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.For For average depth above 75 mm but not exceeding 150 mm by manual means: (ii) Brick / Jhama metal surface. | 2,880 | Sq.m | 19 | ₹54,720 |
| 3 | Wet Mix Macadam Base Course
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 57.6 | Cu.m | 2,319.34 | ₹1,33,593.98 |
| 4 | Providing and applying primer coat with Cationic Bitumen Emulsion of M.S. ( Packed) grade conforming to IS: 8887-1978 and @0.85 kg/m² on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 450 | Sqm | 23.96 | ₹10,782 |
| 5 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) (ii) On Granular surfaces @ 0.275 kg per sqm.) | 3,840 | Sqm | 8.57 | ₹32,908.8 |
| 6 | Providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate,filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification,including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2
(26.5 mm nominal size, 50-75 mm thick.) | 192 | Cum | 7,316.87 | ₹14,04,839.04 |
| 7 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) (ii) On Bituminous surfaces @ 0.25 kg per sqm.) | 5,760 | Sq.m | 7.9 | ₹45,504 |
| 8 | Providing & laying Bituminous Concrete (BC) i) Using Batch Type HMP 100 -120 TPH using coarse aggregates, fine aggregates, filler materials and binder VG 40 of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of all machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete | 172.8 | Cum | 8,042.07 | ₹13,89,669.7 |
| 9 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. | 565.2 | Cu.m | 166 | ₹93,823.2 |
| 10 | SUB TOTAL | - | - | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.80 MB
WBF.pdf
Tender Documents • 1.16 MB
OID.pdf
Additional Documents • 0.17 MB
BOQ_5083999.xls
BOQ • 0.37 MB
Download all tender documents and submit your bid