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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.6 LAccepted-Finance HIMACHAL PRADESH HP | SHIMLA | HIMACHAL PRADESH | 171001 | 1 | Accepted-Finance Accepted | |
| 2 | 2₹24.9 L+₹34,941.15 (1.42%)Rejected-Finance | 2 | Rejected-Finance Being a 2nd lowest |
Tender Value
₹15.9 L
EMD Value
₹31,500
Closing Date
23 Apr 2020, 5:00 pmClosed
EE HP PWD Division Manali at Katrain
EE HP PWD Division Manali at Katrain
AMP for the year 2020 21 on Bhang to Burwa road
2020_PWD_36661_1
AMP for the year 2020-21
Open Tender
Civil Works
Item Rate
60 days
Manali
providing and laying bitumen concrete including BUSG in Km 0 0 to 1 770
7 documents required · 7 mandatory
₹500
EE HP PWD Division Manali at Katrain
₹31,500
21 Jul 2020
17 Apr 2020
24 Apr 2020
17 Apr 2020
23 Apr 2020
17 Apr 2020
Amount
Providing, laying and rolling of built-up spray grout layer 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 used 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 specified, the compacted layer thickness being 75 mm(Seventy five millimetre ) as per Technical Specification Clause 505 with bitumen (VG-10) by menual means within all leads and lifts including carriage of materials and as per direction of Engineer-in- charge.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30(Zero point twenty five to zero point thirty ) kilogram / Square metre on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 within all leads and lifts including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying 30mm (Thirty millimetre ) thick bituminous concrete with 100-120 TPH batch type HMP (Hot Mix Plant ) producing an average output of 75 (Seventy five ) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 (Five point four to five point six ) percent 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. 509 complete in all respect within all leads and lifts including carriage of materials and as per direction of Engineer-in- charge.
Tejinder Kapoor Contractor
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