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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹14.4 L
EMD Value
₹28,829
Closing Date
12 Mar 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER ADDA ASANSOL
Vivekananda Sarani, Senraleigh Road Near Kalyanpur Housing More,Asansol -713305
Renovation and Upgradation of bituminous road from erstwhile Indian Oxygen Colony to G.T.Road beside Parbati Green Tower 2ND Call
2026_ADDA_1015666_3
ADDA/ASN/ED/N-79(2025-2026)
Open Tender
CIVIL WORKS
Percentage
90 days
ADDA ASANSOL
Please refer as uploaded documents
4 documents required · 4 mandatory
₹0
₹28,829
12 Mar 2026
28 Feb 2026
16 Mar 2026
28 Feb 2026
12 Mar 2026
28 Feb 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 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flanks as necessary or on berm to approximate grade & camber and rolling the sub grade with power roller to proper camber and grade as per direction and satisfaction of Engineer - in Charge including uprooting and removing plants and jungles when and where necessary. [Depth upto 300 mm ] | - | sqm | 33.4 | - |
| 2 | Supplying, spreading and consolidating stone dust to depth of 100 mm and above at desired density & C.B.R. as per specification with power roller to proper gradient and camber, including watering as necessary & lighting, guarding, barricading and making adequate wearthen bundth where necessary to protect the edges & curing with water for 2 to 3 days mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. | - | cum | 1,579.14 | - |
| 3Water bound Macadam sub base: Water bound Macadam sub base by onsolidating Stone Metal of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing , sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding, barricading & making necessary earihen bundh of one metre width on each side where necessary to protect edges & preparing the bed by necessary cutting or filling & rolling all complete including the cost of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRTH (5th Revision) | |||||
| 3.1 | Grading 1 aggregate (63 mm to 45 mm) using stone screening type - B (11.2 mm ) by manual means | - | cum | 2,235.07 | - |
| 3.2 | Grading 2 aggregate (53 mm to 45 mm) using stone screening type - B (11.2 mm ) by manual means | - | cum | 2,260.25 | - |
| 4 | Prime Coat : Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS : 8887 -1978 and reuuisite 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 incidential costs of work complete as per Clause 502 of Specification for Road & Bridge Works of MoRT&H (5th Revision). | - | sqm | 29.81 | - |
| 5Tack Coat :Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS : 8887 -1978 on the prepared surface cleaned with hydrolic broom, moistening the surface including cost and carriage of emulsion, hire chareges of machinery & labour, cost of fuel and lubricants all complete as per Clause 503 of Specification for Road & Bridge Works of MoRT&H (5th Revision). | |||||
| 5.1 | On bitumen surface with emulsion spreading per sqm @0.20 to 0.3 (av 0.25 kg /sqm) | - | sqm | 9.63 | - |
| 5.2 | On Granular Surface treated with primer : using Bituminous emulsion at the rate of 0.25 to 0.3 kg /sqm. | - | sqm | 10.46 | - |
| 6Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision). | |||||
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