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Tender Value
₹41.3 L
EMD Value
₹82,675
Closing Date
7 Sept 2026, 2:00 pm
SE/C-II/RB/KMDA
OFFICE OF THE SUPERINTENDING ENGINEER CIRCLE-II, R and B SECTOR, K.M.D.A. UNNAYAN BHAVAN, BLOCK -A, (7TH FLOOR) BIDHAN NAGAR, KOLKATA -700 091
Repair and resurfacing of bituminous road of Bagmari bridge over circular canal at Maniktala.
2026_KMDA_1038526_1
02/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2026-2027 DATE 17/08/2026
Open Tender
CIVIL WORKS
Percentage
60 days
UNNAYAN BHAWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹82,675
22 Aug 2026
22 Aug 2026
9 Sept 2026
22 Aug 2026
7 Sept 2026
22 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 | 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.(c) By mechanical means (with milling machine) : Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm. | - | Sq-m | - | - |
| 2 | Tack Coat: 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).On Bituminous Surface(with primer @ 0.225 kg/sqm) | 7,800 | Sq-m | 1 | ₹7,792.2 |
| 3 | Maintenance of Bituminous surface road
i) Repair to pot holes by removal of failed material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with B.M (thickness not more than 75 mm in single layer) applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503 for Rural Roads of MORD BM grade II using HMP | - | cu-m | 1 | - |
| 4 | Semi-dense Bituminous Concrete
Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder 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 Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete
.B. For Grading 2 (10 mm nominal size, 25-30 mm thick.)(iii) Using Drum mix Type HMP of minimum capacity 40-60 TPH. | - | cu-m | 1 | - |
| 5 | Open-Graded Premix Surfacing using BituminousBinder and Mobile Hot Mix Plant (Light Duty): Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. | - | cu-m | - | - |
| 6 | Add Labour welfare cess @ 1% on Total amount over Item No. 01 to 05 | - | Percentage | 0.01 | - |
| 7 | Add GST @ 18% on Total amount over Item No. 01 to 06 | - | Percentage | 0.18 | - |
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