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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAccepted-AOC SHASTRI NAGAR SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹5.0 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹5.3 Cr+₹27.9 L (5.61%)Rejected-Finance | ₹5.3 Cr+₹27.9 L (5.61%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.4 Cr+₹39.2 L (7.88%)Rejected-Finance | ₹5.4 Cr+₹39.2 L (7.88%) | L3 | Rejected-Finance L3 |
Tender Value
₹6 Cr
EMD Value
₹12 L
Closing Date
6 Mar 2024, 3:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Renewal work by BC along with general repairs on the route from km 36 of NH 73 new NH 344 to Sarsawa via Gagalhedi Saharanpur in Saharanpur district
2024_CEMRT_909020_1
1667/94MS-S/2024 Date 29-02-2024
Open Tender
Civil Works
Item Rate
365 days
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹12 L
24 Mar 2024
1 Mar 2024
6 Mar 2024
1 Mar 2024
6 Mar 2024
1 Mar 2024
Amount
Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
Providing & applying tack coat with bitumen V.G.-10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with hydraulic broom as per Technical Specification.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Earth work in cutting or in enbankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including remming and dressing the surface to required levels and slopes and including 1:50 M lift and 30 m. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the engineer-in-charge (Excluding Rayality) (S.I. No. 251(a) For Patries
ANUJ ASSOCIATES
RCC Developers ltd.
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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