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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹712.80 (<0.01%)Rejected-AOC VILL LADANGURI PO BATABARI DIST CHIRANG BTC ASSAM | CHIRANG | ASSAM | 783372 | ₹1.3 Cr+₹712.80 (<0.01%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
10 Apr 2023, 1:30 pmClosed
the Addl. Chief Engineer, PWD, BTC
O/o the Addl. Chief Engineer, PWD, BTC
Construction of road from Betnapara to Choraikosra (Gwitwibari) road in Chirang District (Length-2.20 Km) under SOPD in BTR for the year 2022-23 of Chirang District.Pkg No.119_6
2023_BTC_29993_1
No. ACE- 05/CHN/IFB/2018-19/493
Open Tender
Civil Works – Roads
Item Rate
270 days
chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹2.7 L
Yes
O/o the Addl. Chief Engineer, PWD, BTC
2 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 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 compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means, Private Land.
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 (i) From Private Land
Construction of granular sub-base by providing close 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 Clause. 401. (With an initial lead of 5Km) (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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification (i) WBM Gr-II
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 static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification (i) WBM Gr-III
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base WBM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (Incliding cost of testing of materials at site and laboratory as directed by the dept.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (including carriage of mixed materials up to 5.0 Km from the quarry and carriage of mixed materials upto 10.0km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) A.With hydrated lime/ cement as filler (i) for Grading I (13 mm nominal size)
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground feteching of sods and watering as per technical specification.
M/S MUCHAHARY ENTERPRISE
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