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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC | ₹4.4 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹4.5 Cr+₹14.8 L (3.36%)Rejected-AOC | ₹4.5 Cr+₹14.8 L (3.36%) | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
| 4 | 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
4 Feb 2020, 2:00 pmClosed
Chief Engineer,W.R.Deptt
O/O Chief Engineer Water Resources Department Chandmari
Reconstruction of breached embankment of Puthimari River at Athgaon on R/B and Dakshin Ketekibari and Kachuarbari on L/B and improvement of Both Bank embankment in between Ch.21.80 Km to Ch.66.00 Km on R/B and Ch.18.50 Km to Ch.66.00 Km on L/B includ
2019_DoWR_14997_3
GHY.WEST/2019-20/SOPD-FDR/I
Open Tender
Civil Works
Works
120 days
PUTHIMARI
Please refer Tender documents.
3 documents required · 3 mandatory
₹9,000
The Executive Engineer, Ghy. West W R Division
₹9.1 L
Yes
14 Mar 2020
28 Jan 2020
5 Feb 2020
28 Jan 2020
4 Feb 2020
29 Jan 2020
Amount
Cutting bamboo , uprooting roots & stumps including removing them from the site of work, etc. complete as directed.
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)
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). 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 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given Table 300.1& 300.2 for embankment construction as per Technical specification clause 301.4.1
Labour for ramming with cast iron rammer to proper compaction including watering if necessary , etc. complete as directed
Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pagging with Jati bamboo split, watering till the grass grows for a lead up to 90mand all lifts.
Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flacky 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 including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed
Earthwork in bank trimming to the designed section /slope including removing the soils at a safe distance, complete as directed.
Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10m X 0.10mX 3.00m with M-40 grade of cement concrete with graded broken course aggregates up to 12mm size down and reinforced with 4 Nos. of 4 mm dia high tensile steel wire cable at four corners with necessary cover and 4mm high tensile stirrups at 250mm C/C, in conformity with IS-6403 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia at 50 cm inside from both ends in the same face and in either face of post another 2 Nos. of holes of size 16 mm dia at 65mm inside from both ends including properly curing for 14 (fourteen) days and carriage of porcupine members from factory to the departmental stack yard within a distance up to 100 Km complete as directed.
Carriage of Porcupine members by 40 HP Tractor -trailor including local carriage of porcupine members from stack yard to loading site up to a lead of 150m, loading , un loading at river bank near work site etc. complete as directed.(For lead beyond 2 KM and up to 5.00 Km and for all lift)
Labour charge for launching of R.C.C./P.S.C. Porcupine including carriage of R.C.C./P.S.C. porcupine members of size 0.10m × 0.10m × 3.00m from the stack yard to the place of launching ,erection of the Porcupine with 6 (six) members properly, supply & fitting/fixing with 12 mm dia 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) ( i ) without boat.
Labour charge for launching of R.C.C./P.S.C. Porcupine including carriage of R.C.C./P.S.C. porcupine members of size 0.10m × 0.10m × 3.00m from the stack yard to the place of launching ,erection of the Porcupine with 6 (six) members properly, supply & fitting/fixing with 12 mm dia 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) ( ii ) with boat.
Sailen Kumar Sharma
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