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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹31.0 L+₹1,463.36 (0.05%)Rejected-AOC C O PREMANANDA GOYARY VILL DUBAGAON P O GOLAGAON P S SIMLA DIST BAKSA PIN 781327 | DUBAGAON | BAKSA | ASSAM | 781327 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical reject |
Tender Value
₹31.0 L
EMD Value
₹62,000
Closing Date
19 Apr 2023, 1:30 pmClosed
The Addl. Chief Engineer, PWD, BTC
O/o The Addl. Chief Engineer, PWD, BTC
Construction of ICBP raod with 1 No. HPC from 127 (A) NH to Sainashi Shiva Dham at Anchali under SOPD for the year 2022-23. (Length-0.3622 KM) Pkg No.127_8
2023_BTC_30269_1
No. ACE- 106/PWD/IFB/2021-22/186
Open Tender
Civil Works – Roads
Item Rate
180 days
baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹62,000
Yes
O/o The Addl. Chief Engineer, PWD, BTC
11 May 2023
31 Mar 2023
19 Apr 2023
31 Mar 2023
19 Apr 2023
31 Mar 2023
31 Mar 2023 - 13 Apr 2023
13 Apr 2023
Amount
(A) Road Works 2.2 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.
3.4 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.
3.14 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
4.1(A) 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.
4.7 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. (A) By Manual Means
6.7 (A) Interlocking pavement block Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints.
10.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 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 iv 600mm x 450mm rectangular
(B) CD Work H.P Culvert 1000 mm 11.1 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. I Ordinary soil Upto 3 m depth
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B With natural Gravel I P.C.C Grade M 10 Nominal mix 1:3:6
9.2 Bedding of pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B With natural Gravel III P.C.C Grade M20 Nominal mix (1:2:4)
9.3 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia
Detshrang Goyary
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