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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 CrAccepted-AOC BEHIND HERO HONDA SHOWROOM DUDHANI BHAGALPUR ROAD DUMKA | DUMKA | JHARKHAND | 814101 | ₹10.6 Cr | L1 | Accepted-AOC Letter No 879(S)WE Dated 04.03.2021 |
| 2 | L2₹10.9 CrRejected-Finance | ₹10.9 Cr | L2 | Rejected-Finance Letter No 879(S)WE Dated 04.03.2021 |
Tender Value
Refer Docs
EMD Value
₹14.2 L
Closing Date
9 Feb 2021, 12:00 pmClosed
Executive Engineer, R.C.D., Road Division, Pakur
Executive Engineer, R.C.D., Road Division, Pakur
IRQP work of Pakur-Maheshpur Road (0.00 to 27.046 KM) for the year 2021-21. Under Road Division, Pakur.
2021_CECOM_47462_1
RCD /PAKUR/37/2020-21
Open Tender
Civil Works - Roads
180 days
Pakur-Maheshpur Road
AS PER SBD
3 documents required · 3 mandatory
₹10,000
Executive Engineer, RCD , Road Division, PAKUR.
₹14.2 L
Yes
1 Apr 2021
27 Jan 2021
11 Feb 2021
27 Jan 2021
9 Feb 2021
27 Jan 2021
Amount
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. NH SOR 5.2
Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) with VG-30 Bulk bitumen. for GradingII(19 mm nominal size) NH SOR 5.3 B (ii)
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 respects) with Bulk VG30 Bitumen. (ii) for Grading-II(10 mm nominal size). NH SOR 5.8 B (ii)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) NH SOR 8.13
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) NH SOR 8.35
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) NH SOR 8.15
Metal Beam Crash Barrier. Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) NH SOR 8.23 A
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). Rolling with vibratory roller. NH SOR 3.16
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Rolling with vibratory roller. NH SOR 3.18 (i)
Add 12% GST (In Basic Rate must fill 12)
Add 1% Labour Cess (In Basic must Rate fill 1)
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