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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC SURENDRA DHAR LANE AMBICAPATTY HOUSE NO 52 CITY TOWN SILCHAR P O SILCHAR P S SILCHAR DIST CACHAR PIN 788004 | CACHAR | ASSAM | 788004 | ₹2.0 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.0 Cr+₹10,336 (0.05%)Rejected-AOC | ₹2.0 Cr+₹10,336 (0.05%) | L2 | Rejected-AOC Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical 217A LAKHIPUR COLLEGE ROAD NEAR RAMKRISHNA MISSION WARD NO 1 LAKHIPUR CACHAR ASSAM 788103 | CACHAR | ASSAM | 788103 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
30 Jan 2024, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer Roads, PWRD, Assam, Chandmari, Guwahati, 781003.
MMPPNA_23_24_318 Construction of Gabion Wall including backfill for River Protection work (Ch. 180.00m to Ch. 235.00m and Ch. 240.00m to Ch. 320.00m) on Road from Thaligram PWD Road to Salgangapar PHE under Mukhya Mantrir Pakipath Nirman Achani
2024_PWD_35402_120
CE/DEV/TB/707/2023-24/04
Open Tender
Civil Works
Item Rate
365 days
Cachar
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,010
₹4.0 L
Yes
O/o the Chief Engineer Roads, PWRD, Assam
3 May 2024
18 Jan 2024
30 Jan 2024
18 Jan 2024
30 Jan 2024
22 Jan 2024
18 Jan 2024 - 20 Jan 2024
20 Jan 2024
Amount
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(I) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1,Private Land
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material,I Ordinary soil,Upto 3 m depth
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Utility shifting
DILIP DAS
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