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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC MILAN NAGAR HOUSE NO 25 P O P S NAHARKATIA DIBRUGARH ASSAM | ₹4.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.4 Cr+₹20.9 L (5.01%)Rejected-AOC DILLIGHAT NO 2 CHAIKYA GAON NAMRUP THERMAL POWER STATION NAMRUP DIBRUGARH ASSAM 786622 | DIBRUGARH | ASSAM | 786622 | ₹4.4 Cr+₹20.9 L (5.01%) | L2 | Rejected-AOC L2 |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
29 Jun 2020, 4:00 pmClosed
EE,PWD DLMT Territorial Road Division
o/f the EE,PWD DLMT Territorial Road Division
Re-construction of Moran Naharkatia Road (Ch.39250.00m to Ch.57250.00m) under SOPD(G) for the year 2019-20 under Dibrugarh, Lahowal, Moran and Tingkhong Territorial Road Division PART-III. (Naharkatia LAC)
2020_PWD_17988_1
DIB/DLMT/SOPD/NIT/2019-20/98/9
Open Tender
Civil Works
Item Rate
180 days
Dibrugarh
Please Refer Tender documents
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB, Assam
₹8.4 L
Yes
1 Oct 2020
24 Jun 2020
30 Jun 2020
24 Jun 2020
29 Jun 2020
24 Jun 2020
Amount
Water Bound Macadam Sub-base/base (Patching) : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading 3 (Using stone screening Type-B 11.2 mm for Gr.III) By Manual means.
Tack coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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 reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification). I. with 60/70 or VG-30 grade bitumen for Grading-II(13 mm nominal size)
Thermoplastic paint : 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 and conforming to the MoSrt&H specifications.
RPM : Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Santosh Garodia
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