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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L1₹30.3 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 3 | L1₹30.3 LRejected-AOC VILL NARABARI P O P S DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | L1 | Rejected-AOC L1 |
Tender Value
₹33.7 L
EMD Value
₹67,400
Closing Date
28 Jun 2022, 3:00 pmClosed
The S.E, PWD, (R and B) Circle, Kokrajhar
O/o the S.E, PWD, (R and B) Circle, Kokrajhar, BTC,
Restoration of flood damaged road from Simbargaon PWD Road to Adalguri village under SDRF for the year 2021-22 of Kokrajhar District, Assam, LAC-30th Kokrajhar East (ST). Package No.175_1
2022_BoTC_25920_1
No. TECH-40/SE(R and B)/e-tender/2020-21/Pt-I/7
Open Tender
Civil Works – Roads
Item Rate
180 days
Kokrajhar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹67,400
Yes
3 Nov 2022
10 Jun 2022
28 Jun 2022
10 Jun 2022
28 Jun 2022
10 Jun 2022
10 Jun 2022 - 28 Jun 2022
Amount
(A) Road Work: 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 comp g actin 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. (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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method. (II) For Grading II Material.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. WBM-III
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
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 a mild steel single angle iron post 75 x 75 x 6 mm 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.
(B) Protection Work: 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.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I. Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
TAPAN KUMAR BASUMATARY
Karna Ch. Hazawary
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tech_eval.pdf
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