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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.2 L+₹28,560 (3.61%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹12,900
Closing Date
18 Jun 2021, 5:00 pmClosed
EE MANDI DIVISION NO-II HPPWD MANDI
EE MANDI DIVISION NO-II HPPWD MANDI
Providing and laying bituminous concrete including profile correction in km 4/500 to 5/00
2021_PWD_48130_2
MDII-TENDER
Open Tender
Civil Works
Item Rate
61 days
EE MANDI DIVISION NO-II HPPWD MANDI
Please refer Tender documents.
14 documents required · 14 mandatory
₹350
Yes
EE MANDI DIVISION NO-II HPPWD MANDI
₹12,900
Yes
15 Sept 2021
4 Jun 2021
19 Jun 2021
4 Jun 2021
18 Jun 2021
4 Jun 2021
Amount
Providing and laying rolling of built-up spray grout laryer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be esed with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross - section being 75 mm as per Technical Specification Clause 505. By manual means including carriage of materials with in all leads, lifts and other incidentals.
Providing and applying tack coat with bitumen emulsion (RS-I) on the dry and hungry bitumen prepared surface cleaned of dust and extraneous material with Hydraulic brooms or any other approved equipment and spraying priming at the rate of 0.25-0.30 Kg. per sqm ( zero point two five to zero point three zero kilogram per square metre) with emulsion pressure distributor equipped for spraying uniformly complete as per technical specification clause 503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying Bituminous concrete 30 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 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 including carriage of material within all leads, lifts and other incidental charges and as per specification, complete and as per directions of Engineer-in-Charge.
Balwant SIngh Thakur
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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