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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical NUTANGRAM EAST BIDYADHARPUR SHYAMNAGAR NORTH 24 PARGANAS PIN 743127 | SHYAMNAGAR | NORTH 24 PARGANAS | WEST BENGAL | 743127 | Accepted-Technical Qualified |
| 2 | Accepted-Technical 14 123 DANGAPARA P O KANDI DIST MURSHIDABAD WEST BENGAL 742137 | MURSHIDABAD | WEST BENGAL | 742137 | Accepted-Technical Qualified |
| 3 | Accepted-Technical PLOT NO DG 13 ACTION AREA ID NEW TOWN KOLKATA | KOLKATA | NEW TOWN | WEST BENGAL | Accepted-Technical Qualified |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
19 Mar 2026, 1:00 pmClosed
Executive Engineer ( Road and Building)
Ploy No DG- 13 Action Area ID NEw Town Kolkata 700156
Rate to be Quoted by the Bidders
2026_NKDA_1015762_1
1803/NKDA/Engg/EE (R and B)/425/2025
Open Tender
CIVIL WORKS
Item Rate
30 days
Action Area- II, New Town Kolkata
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹50,000
9 Oct 2026
27 Feb 2026
23 Mar 2026
28 Feb 2026
19 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface Dressing of the ground inany kind of soil
including removing vegetation inequalities not
exceeding 15 cm depth and disposal of the rubbish
within a lead upto 75 m as directed. | 2,412.29 | Sqm. | - | - |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 36.26 | Cu.m | - | - |
| 3 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity 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 complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 483.5 | Sq.M | - | - |
| 4 | Providing and laying Bituminous Profile Corrective Course using Mobile Hot Mix Plant (Light Duty) and using aggregates of Grading-2 of Table-33 premixed with 75kg of bitumen per cum, transported to site laid over a previously prepared surface at specified laying temperature to the required grade, level and alignment, as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per direction of Engineer-incharge. | 195.3 | Cu.m | - | - |
| 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). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 5,649.58 | Sq.M | - | - |
| 6 | 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. | 3,311.31 | Sq.M | - | - |
| 7 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
I By Mechanical Means
(ii) With Cationic Bitumen Emulsion (@ 10.50 kg / 10 sqm.) | 3,311.31 | Sqm. | - | - |
| 8 | Add @ 18% GST Serial No . (1 to 7 ) | 1 | LS | - | - |
| 9 | Add @ 1% Labour Cess Serial No . (1 to 7 ) | 1 | LS | - | - |
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