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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-AOC | L1 | Accepted-AOC WORK AWARDED AS L1 | |
| 2 | L2₹49.9 L+₹2,016 (0.04%)Rejected-AOC RUWAD DOLUNG HOUSE NO 83 CITY TOWN JONAI P O JONAI P S JONAI DIST DHEMAJI PIN 787060 | DHEMAJI | ASSAM | 787060 | L2 | Rejected-AOC WORK NOT AWARDED AS L2 | |
| 3 | L3₹49.9 L+₹504 (0.01%)Rejected-AOC | L3 | Rejected-AOC WORK NOT AWARDED AS L3 |
Tender Value
₹50.0 L
EMD Value
₹99,900
Closing Date
16 Jun 2022, 2:00 pmClosed
EXECUTIVE ENGINEER PWRD JONAI TERRITORIAL ROAD DIV
Office of the Executive Engineer Jonai TRD Silapathar PIN 787059
Restoration of Flood damaged Road from Lalung Tiniali to E and D Dyke under SDRF FDR for the year 2021-22
2022_PWD_25694_2
JT/SDRF/2021-22/42
Open Tender
Civil Works
Works
180 days
SILAPATHAR
Please refer tender documents
3 documents required · 3 mandatory
₹1,500
₹99,900
Yes
28 Jul 2022
9 Jun 2022
16 Jun 2022
9 Jun 2022
16 Jun 2022
9 Jun 2022
9 Jun 2022 - 16 Jun 2022
Amount
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m 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
Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. i) For Grading II Material."
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.
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M15
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M20
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC-M20
Supplying,fitting and placing TMT bar reinforcement inopen foundation complete as per drawing and technical specification clauses 1002,1005,1010 and 1202.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M15
Supplying,fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specification clauses 1002,1005,1010 and 1202.
Providing concrete for plain/reinforced concrete in sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC-M20
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement as per drawing and Technical specifications
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
Construction of Railing of M25 grade in cast in situ with 20mm nominal size aggregrate true to line on grade,tolerance 1 in 500,center to center spacing between vertical posts not to exceeded 200mm as per drawing and technical specifications clause 800 & 1202.(B) With Natural Gravel
Backfilling behind abutment wing wall and return wall as per drawing
Providing weep holes in brick/stone masonry abutment and return wall complete
Pranjyoti Doley
utpal Chutia
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