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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC DHEERAHEDI POST BHOPA DISTRICT MUZAFFARNAGAR | BHOPA | MUZAFFARNAGAR | UTTAR PRADESH | L1 | Accepted-AOC AGG WITH L1 | |
| 2 | L2₹29.2 L+₹15,986 (0.55%)Rejected-AOC BAROJ ROAD SHAKTI NAGAR COLONY DISTRICT BIJNOR | BIJNOR | BIJNOR | UTTAR PRADESH | L2 | Rejected-AOC AGG WITH L1 | |
| 3 | Not Admitted-Fee/PreQual/Technical GRAM SAIDPUR KHURD TIKOLI DISTRICT BAGHPAT UTTAR PRADESH PIN CODE 250001 | BAGHPAT | BAGHPAT | UTTAR PRADESH | 250001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VIKUL KUMAR L1 | MANOJ CHAUDHARY L2 |
|---|---|---|---|---|---|
| 1.00 | Scrapping of Upper Surface including disposal of all scraped material to a distance of 30 meters (100 ft) as directed by Engineer-in-charge. For small area for big area as per Mord. | 2,355 | Sqm | 4.5 ₹10,597.5 Lowest | 4.5 ₹10,597.5 Lowest |
| 2.00 | Earth work in Cutting or in embankment in ordinary soil excavation to be in the from of irregular pits and earth work in embankments to be in 20 cm .Layers ,including ramming and dressing the surface to the required levels, slopes and also including lift upto1.50m and 30m lead. the earth cutting to be used in making embankment or to be disposed of as spoil banks within 30m distance as per direction of Engineer in-charge. | 1,407.8 | Cum | 180 ₹2,53,404 Lowest | 180 ₹2,53,404 Lowest |
| 3.00 | Brick lining on both side of the road of M-150 bricks 7cm wide 11cm deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-Incharge (S.I. 765) | 0.79 | Km | 58,000 ₹45,530 Lowest | 58,700 ₹46,079.5 |
| 4.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 235.5 | Cum | 2,470 ₹5,81,685 Lowest | 2,558 ₹6,02,409 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/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 and compacting to the required density, as per Latest MORD specification.(By Machine Means) | 176.62 | Cum | 3,300 ₹5,82,862.5 | 3,261 ₹5,75,974.12 Lowest |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/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 and compacting to the required density, as per Latest Mortd & H specification.(By Machine Means) | 176.62 | Cum | 3,300 ₹5,82,862.5 | 3,279 ₹5,79,153.37 Lowest |
| 7.00 | Providing & applying Primer coat with bitumen emulsion (ss)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75/kg sqm using mechanical means as per technical Specification Clause 502.(By Machine Means) | 2,355 | Sqm | 42.3 ₹99,616.5 Lowest | 42.3 ₹99,616.5 Lowest |
| 8.00 | Providing & applying tack coat with V.G. 10 using bitumen distributor at the rate of 0.30Kg per sqm on the prepared granular surface treated with primer cleaned with hydrolic broom as per Technical Specification Clause 503.(By Machine Means) | 2,655 | Sqm | 12.5 ₹33,187.5 Lowest | 12.5 ₹33,187.5 Lowest |
| 9.00 | 20mm thick Open-Graded Premix Carpet using Bituminous (penteration grade/modified bitumen) Binder-Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using viscosity grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mix plant, laying by Paver Machine and rolling with a smooth wheeld roller 8-10 tonne capacity, finished to required level and graded to be followed by seal coat as per Lates MORD specification. | 2,655 | Sqm | 180 ₹4,77,900 Lowest | 182 ₹4,83,210 |
| 10.00 | Providing and Laying seal coat by mannual means with V.G.-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Lates MORD specification.(By Machine Means) | 2,655 | Sqm | 71.86 ₹1,90,788.3 Lowest | 71.86 ₹1,90,788.3 Lowest |
Tender Value
₹29.2 L
EMD Value
₹2.9 L
Closing Date
19 Nov 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE MDGC MUZAFFARNAGAR
EE MDGC MUZAFFARNAGAR
Rajwaha Main Sarwat ke Km 1.765 to Km 2.550 ke madhya nahar sewamarg ke navinikaran ka karya
2025_UPIDC_1085718_25
TN-06/EE/2025-26
Open Tender
Civil Works
Piece-work
30 days
as per tender notice
as per tender notice
3 documents required · 3 mandatory
₹854
₹2.9 L
10 Dec 2025
14 Nov 2025
19 Nov 2025
14 Nov 2025
19 Nov 2025
14 Nov 2025
Amount
Scrapping of Upper Surface including disposal of all scraped material to a distance of 30 meters (100 ft) as directed by Engineer-in-charge. For small area for big area as per Mord.
Earth work in Cutting or in embankment in ordinary soil excavation to be in the from of irregular pits and earth work in embankments to be in 20 cm .Layers ,including ramming and dressing the surface to the required levels, slopes and also including lift upto1.50m and 30m lead. the earth cutting to be used in making embankment or to be disposed of as spoil banks within 30m distance as per direction of Engineer in-charge.
Brick lining on both side of the road of M-150 bricks 7cm wide 11cm deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-Incharge (S.I. 765)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/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 and compacting to the required density, as per Latest MORD specification.(By Machine Means)
Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/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 and compacting to the required density, as per Latest Mortd & H specification.(By Machine Means)
Providing & applying Primer coat with bitumen emulsion (ss)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75/kg sqm using mechanical means as per technical Specification Clause 502.(By Machine Means)
Providing & applying tack coat with V.G. 10 using bitumen distributor at the rate of 0.30Kg per sqm on the prepared granular surface treated with primer cleaned with hydrolic broom as per Technical Specification Clause 503.(By Machine Means)
20mm thick Open-Graded Premix Carpet using Bituminous (penteration grade/modified bitumen) Binder-Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using viscosity grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mix plant, laying by Paver Machine and rolling with a smooth wheeld roller 8-10 tonne capacity, finished to required level and graded to be followed by seal coat as per Lates MORD specification.
Providing and Laying seal coat by mannual means with V.G.-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Lates MORD specification.(By Machine Means)
Painting White /Coloured traffic lines 8-15 cm wide in three Coats with Approved road making paint (spirit base)as directed by the Engiineer in charge , including supply of all materials, labour tools & plants etc required for proper compietion of the work.
MANOJ CHAUDHARY (BID ID -5685951)
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