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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.4 LAccepted-AOC LUDHIANA | PUNJAB | 141001 | ₹28.4 L | L-1 | Accepted-AOC Due to L-1 |
| 2 | L-2₹30.4 L+₹2.0 L (6.88%)Rejected-Finance | ₹30.4 L+₹2.0 L (6.88%) | L-2 | Rejected-Finance Due to L-2 |
| 3 | L-3₹32.9 L+₹4.5 L (15.9%)Rejected-Finance | ₹32.9 L+₹4.5 L (15.9%) | L-3 | Rejected-Finance Due to L-3 |
| 4 | L-4₹38.6 L+₹10.2 L (35.9%)Rejected-Finance | ₹38.6 L+₹10.2 L (35.9%) | L-4 | Rejected-Finance Due to L-4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical ESI has been not Recieved |
Tender Value
Refer Docs
EMD Value
₹68,000
Closing Date
10 Feb 2020, 10:00 amClosed
DIRECTOR CSIR CBRI
DIRECTOR CSIR CBRI ROORKEE
Road works items
2020_CSIR_41589_1
193(540)EST/2019-20
Open Tender
Civil Works - Roads
Item Rate
30 days
DIRECTOR CSIR CBRI ROORKEE
8 documents required · 8 mandatory
₹590
DIRECTOR CBRI
₹68,000
9 Sept 2020
30 Jan 2020
11 Feb 2020
30 Jan 2020
10 Feb 2020
30 Jan 2020
Amount
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge :- 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm.
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
M/s Atul Kumar
M/S AYUB CONTRACTOR
M/S MOHMMED AKHLAK
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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