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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAccepted-Finance 331 13 3RD FLOOR NAKO BUILDING OPPOSITE RTO OFFICE SAULI KHAD DISTT MANDI 175001 | MANDI | MANDI | HIMACHAL PRADESH | 175001 | L1 | Accepted-Finance L1 |
Tender Value
₹18.9 L
EMD Value
₹36,000
Closing Date
16 Jan 2020, 11:00 amClosed
EE NERCHOWK HPPWD
EE NERCHOWK HPPWD
Providing and laying bituminous concrete in km 0/0 to 2/0) under state
2019_PWD_30045_6
NERCHOWK-AMP KAPAHI PALAHI VA JHOR
Open Tender
Civil Works
Item Rate
31 days
EE NERCHOWK HPPWD
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
Yes
EE NERCHOWK HPPWD
₹36,000
Yes
13 Aug 2020
31 Dec 2019
16 Jan 2020
31 Dec 2019
16 Jan 2020
31 Dec 2019
Amount
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto any lead laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 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 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 25mm (twenty five millimeter) thick bituminous concrete with 100-120 (hundred-one hundred twenty) TPH batch type hot mix plant producing an average output of 75 (seventy five) tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 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 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 MoRT & H specification Clause 509 complete in all respects including carriage of materials with in all leads, lifts and other incidentals.
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