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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹4.3 Cr+₹20.7 L (5.00%)Rejected-AOC | ₹4.3 Cr+₹20.7 L (5.00%) | L2 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | L3₹4.4 Cr+₹25.2 L (6.09%)Rejected-AOC | ₹4.4 Cr+₹25.2 L (6.09%) | L3 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 4 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.5 Cr
EMD Value
₹9.1 L
Closing Date
22 Jan 2020, 2:00 pmClosed
Additional Chief Engineer, UAZ, W. R. Department
O/o the Additional Chief Engineer, Upper Assam Zone, Water Resources Division, Dibrugarh
Strengthening of Down Stream of Moinamiri Ring Bund (Package 2)
2020_DoWR_15675_1
DIB/SOPDG/DSMOINA/2019-20/1
Open Tender
Civil Works
Works
90 days
Dibrugarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹9,000
The Executive Engineer, Dibrugarh W. R. Division
₹9.1 L
Yes
27 Feb 2020
2 Jan 2020
23 Jan 2020
2 Jan 2020
22 Jan 2020
15 Jan 2020
Amount
Medium Jungles: Clearing medium jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. ( When 30% to 60 % of the area is covered by shrubs,trees etc)
Felling trees including uprooting roots and stumps upto 50 cm. below ground, cutting into pieces and removing the same from the site of work as directed. Trees above 0.50m and up to 1m girth:
Earth work in embankment by truck carriage in ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22cm. thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 2.5cm cube, dressing as per design section including payment of forest royalty if any, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted on account of shrinkage) 1. For initial lead beyond ½ Km and up to 4.00 Km and for all lifts
Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site and payment of forest royalty etc. complete as directed.
Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road etc. including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed
DEBASHIS DEBNATH
UTTAM BORAH
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tech_eval.pdf
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