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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC DIBRUGARH ASSAM 786001 | DIBRUGARH | ASSAM | 786001 | ₹1.5 Cr | L1 | Accepted-AOC Aoc awarded |
| 2 | L2₹1.5 Cr+₹0.08 (<0.01%)Rejected-AOC | ₹1.5 Cr+₹0.08 (<0.01%) | L2 | Rejected-AOC Not awarded |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
21 Jul 2020, 4:00 pmClosed
Superintending Engineer, PWD, Dibrugarh Road Circl
O/O the Superintending Engineer, PWD, Dibrugarh Road Circle, Dibrugarh
Re-construction of LBT Rd to Kacharipather Road (PMGSY Packge No AS-06-35) under SOPD-G for the Year 2019-20, under PWRD, Chabua, Duliajan and Naharkatia Territorial Road Division, Duliajan - Duliajan LAC
2020_PWD_18151_2
DRC-XIII/16/98/NIT/DIB/252
Open Tender
Civil Works
Item Rate
270 days
Duliajan
Please refer tender document
6 documents required · 6 mandatory
₹4,400
Yes
Empowered Officer ASRB, A/C No. 10566991479
₹3.1 L
Yes
4 Nov 2020
16 Jul 2020
22 Jul 2020
16 Jul 2020
21 Jul 2020
16 Jul 2020
16 Jul 2020 - 21 Jul 2020
Amount
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with a lift upto 3m and lead 0f 1000 m as per Technical Specification Clause 301.4.
WBM -III : 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. By Manual means
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure 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 Specifications 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 up to initial lead of 5.0 km from quarry and 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.)
TAPAN DUTTA
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
aoc.pdf
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