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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.9 LAccepted-AOC | L1 | Accepted-AOC AS PER CS | |
| 2 | L2₹95.5 L+₹51,759.89 (0.55%)Rejected-AOC BHOGAWAN HOUSE NO 207 CITY TOWN SILAPATHAR P O BHOGAWAN P S SILAPATHAR DISTRICT DHEMAJI PIN 787059 | DHEMAJI | ASSAM | 787059 | L2 | Rejected-AOC AS PER CS |
Tender Value
₹99.9 L
EMD Value
₹20.0 L
Closing Date
14 Feb 2022, 4:00 pmClosed
Superientending Engineer,DRC,Dhemaji
O/O the Superientending Engineer,DRC,Dhemaji
Construction of Road and Boundary wall at Kareng Chapori Eco-Camp under TSP fund for the 2021-22 under Jonai Territorial Road Division in 114 Jonai (ST) LAC Package No. DMJ/DRC/TSP/02
2022_PWD_24226_1
DMJ/DRC/TSP/SCSP/1/2020-21 /1531 dt.04/02/2022
Open Tender
Civil Works – Roads
Works
240 days
Silapathar
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Empowered Officer,Assam State Road Board.
₹20.0 L
Yes
O/O the Superientending Engineer,DRC,Dhemaji
23 Mar 2022
5 Feb 2022
15 Feb 2022
7 Feb 2022
14 Feb 2022
7 Feb 2022
7 Feb 2022 - 14 Feb 2022
8 Feb 2022
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.i) By Manual means. A) In area ofnon thormy jungle
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 301.5 by Mechanical means (i) Private land.
Construction of subgrade and earthen shoulders with approved materials 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 1000m as per technical specification clause 303.1 By Mechanical means private land.
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. ( II ) For Grading II Material
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405.Grading III
Inter locking concrete Block pavement: (A) Interlocking pavement block (i) Providing and laying interlocking concrete block pavement with M30 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage (a) Including Edge block/ Edge restraints
10.2 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 80
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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 i 900mm equilateral triangle
Cost of Boundary Wall
Birat Basumatary
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