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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.9 LAccepted-AOC | ₹18.9 L | L-1 | Accepted-AOC Accepted |
| 2 | L-2₹19.8 L+₹87,220.98 (4.61%)Rejected-AOC | ₹19.8 L+₹87,220.98 (4.61%) | L-2 | Rejected-AOC Rejected |
| 3 | L-3₹21.3 L+₹2.4 L (12.6%)Rejected-AOC | ₹21.3 L+₹2.4 L (12.6%) | L-3 | Rejected-AOC Rejected |
| 4 | L-4₹21.6 L+₹2.7 L (14.3%)Rejected-AOC | ₹21.6 L+₹2.7 L (14.3%) | L-4 | Rejected-AOC Rejected |
| 5 | L-5₹23.0 L+₹4.1 L (21.6%)Rejected-AOC | ₹23.0 L+₹4.1 L (21.6%) | L-5 | Rejected-AOC Rejected |
Tender Value
₹28.3 L
EMD Value
₹57,000
Closing Date
10 Jan 2022, 4:00 pmClosed
Managing Director
AIDC Ltd, R. G. Baruah Road, Guwahati-781024
Construction of 160m length Road for proposed Industrial Park at Banbhag Solmari, Banekuchi, Nalbari, Assam
2021_ICD_23740_1
AIDC/PD/IE/BANEKUCHI/2021/9349
Open Tender
Civil Works – Roads
Item Rate
60 days
Banbhag Solmari, Banekuchi
Please refer tender documents
3 documents required · 3 mandatory
₹3,540
Assam Industrial Development Corporation Limited
₹57,000
Yes
9 May 2022
17 Dec 2021
11 Jan 2022
18 Dec 2021
10 Jan 2022
18 Dec 2021
18 Dec 2021 - 27 Dec 2021
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. By Mechanical Means In area of light jungle
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from Private Land
By Mix in Place Method (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 cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) for grading- I 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 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with an initial lead of 5.0 km.) (B) By Mechanical Means: (i) Grading- I (b) Using Screening Type-A (13.2mm Agg.)
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 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with an initial lead of 5.0 km.) (B) By Mechanical Means: (ii) Grading- II (c) Using Screening Type-B (11.2mm Agg.)
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
JYOTI PRASAD SARMA
Papu Ahmed
M.S. J.M.Enterprise
Md. Sarif Ali
V G S CONSTRUCTION AND SUPPLY
SRI PRANJAL BARMAN
Dhrubajyoti Talukdar
Ritumoni Kalita
SRI MANORANJAN SARMA
Nayan Mani Malakar
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