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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.1 LAccepted-AOC | ₹75.1 L | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹75.5 L+₹37,603.36 (0.50%)Rejected-Finance CHITRACHAL PATH P O KHARGULI P S KHARGULI DISTRICT KAMRUP M PIN 781004 | KAMRUP METRO | ASSAM | 781004 | ₹75.5 L+₹37,603.36 (0.50%) | L2 | Rejected-Finance Rejected by BEC |
| 3 | L3₹82.2 L+₹7.1 L (9.43%)Rejected-Finance | ₹82.2 L+₹7.1 L (9.43%) | L3 | Rejected-Finance Rejected by BEC |
| 4 | L4₹85.2 L+₹10.1 L (13.5%)Rejected-Finance PANIGAON BELSAR NALBARI ASSAM | BELSAR | NALBARI | ASSAM | ₹85.2 L+₹10.1 L (13.5%) | L4 | Rejected-Finance Rejected by BEC |
| 5 | L5₹87.1 L+₹12.0 L (16.0%)Rejected-Finance | ₹87.1 L+₹12.0 L (16.0%) | L5 | Rejected-Finance Rejected by BEC |
Tender Value
₹99 L
EMD Value
₹2.0 L
Closing Date
17 Aug 2023, 3:00 pmClosed
CE PWD (Border Roads) Assam Chandmari Ghy 3
O/o CE PWD (Border Roads) Assam Chandmari Ghy 3
Periodic Renewal of road from Dhamdhama - Angardhawa via Santipur constructed under PMGSY Package No-AS2026 and L025-Ulubari Banguri constructed under PMGSY Package No-AS2487
2023_CEASM_126702_63
CE/Maint/PR/2023-24/7
Open Tender
Civil Works - Roads
Item Rate
90 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
O/o CE PWD (Border Roads) Assam Chandmari Ghy 3
16 Oct 2023
26 Jul 2023
19 Aug 2023
26 Jul 2023
17 Aug 2023
26 Jul 2023
26 Jul 2023 - 17 Aug 2023
31 Jul 2023
Amount
Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
Prime Coat i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat ii) 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.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. 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.) I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (10 mm nominal size)
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 (80% length of the Road is considered)
Traffic Signs A Retro-reflectorised Traffic Signs I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iv 800mm x 600mm rectangular
Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
Prime Coat i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat ii) 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.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% 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.508. 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.) I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (10 mm nominal size)
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 (80% length of the Road is considered)
Traffic Signs A Retro-reflectorised Traffic Signs I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iv 800mm x 600mm rectangular
BIKASH SARMA
Sri Swapan Singha
Nripen Deka
Sri Hiten Deka
Aswini Kr. Bhatta
Sri Ganesh Daimary
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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