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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | ₹30.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹30.0 L+₹1,560 (0.05%)Rejected-Finance | ₹30.0 L+₹1,560 (0.05%) | L2 | Rejected-Finance Quoted High |
| 3 | L3₹30.0 L+₹5,230 (0.17%)Rejected-Finance | ₹30.0 L+₹5,230 (0.17%) | L3 | Rejected-Finance Highest Bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
5 Jul 2022, 2:00 pmClosed
BDO, Sidli-Chirang Dev. Block, Sidli
O/o the BDO, Sidli-Chirang Dev. Block, Sidli
Improvement of road from Black top road Horens house at No.1 Balapara and Tukrajhar middle road near Baptist Church under Tukrajhar VCDC under 15th Finance Commission for the year 2020-21 and 2021-22
2022_BoTC_26078_1
BTC/SCDB/05/2022 -04
Open Tender
Civil Works
Works
180 days
SIDLI
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
₹60,000
Yes
17 Jul 2023
23 Jun 2022
5 Jul 2022
23 Jun 2022
5 Jul 2022
23 Jun 2022
23 Jun 2022 - 5 Jul 2022
Amount
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. 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 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. II) for grading II material
Water Bound Macadam with well graded 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, stone screening /binding materials 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
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 and bottom and backfilling in trenches with excavated suitable material. I) Manual means Upto 3 m depth
PCC 1:2.5:5 in Foundation (Plain cement concrete 1:3:6 crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compcted by vibration including curing for 14 days PCC Grade M15
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.
Brick masonry work in 1:3 in substructure complete excepting pointing and plastering, as per drawing and technical specification
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
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 a lead upto 1000 m
Cement Concrete pavement Construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished.
Providing, fitting & fixing of Information Board
Phlip Narzary
Sri Albert Narzary
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