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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹40.4 L+₹40,100 (1.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹40.0 L
EMD Value
₹80,000
Closing Date
10 Apr 2023, 1:25 pmClosed
the Addl. Chief Engineer, PWD, BTC
O/o the Addl. Chief Engineer, PWD, BTC
Construction of ICBP raod from Malipara Sobai Dwisa Bridge to Hasrabari PWD link road from Ch. 0.00 Km to 0.560 Km (Length-0.560 Km) under SOPD under Sobhaijhar VCDC for the year 2022-23 of Chirang District.Pkg No.119_7
2023_BTC_30001_1
No. ACE- 05/CHN/IFB/2018-19/493
Open Tender
Civil Works – Roads
Item Rate
180 days
chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹80,000
Yes
O/o the Addl. Chief Engineer, PWD, BTC
11 May 2023
21 Mar 2023
10 Apr 2023
21 Mar 2023
10 Apr 2023
21 Mar 2023
21 Mar 2023 - 6 Apr 2023
6 Apr 2023
Amount
Road Work Clearing and Grubbing road land.(Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny 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 Clause 301.5 (i) Private Land.
Construction of Sub grade and Earthen shoulders Construction of Sub grade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) 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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-10 tones in stages to proper grade and camber, applying and brooming, binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. (A) By Manual Means III) WBM Grading.-III
Providing and laying interlocking concrete block pavement with (M40) having thickness 80mm as per technical specification clause 1504 (Including Edge block/ Edge restraints).
Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of incapsulated 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 i 900mm equilateral triangle
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% extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications.
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I) Stone/Boulder
Baranda Basumatary
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