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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC MAINAOPURI TITAGUTI KOKRAJHAR BTAD ASSAM 783370 | KOKRAJHAR | ASSAM | 783370 | ₹2.5 Cr | L1 | Accepted-AOC As stands L1 |
| 2 | L2₹2.5 Cr+₹42,838.57 (0.17%)Rejected-AOC | ₹2.5 Cr+₹42,838.57 (0.17%) | L2 | Rejected-AOC As stands L2 |
| 3 | L3₹2.5 Cr+₹43,404.66 (0.17%)Rejected-AOC | ₹2.5 Cr+₹43,404.66 (0.17%) | L3 | Rejected-AOC As stands L3 |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
10 Mar 2020, 3:30 pmClosed
Addl. Chief Engineer, K.Z W.R. Deptt.
O/O the Addl. Chief Engineer, K.Z W.R. Deptt. B.T.C. Kokrajhar.
Immediate measures for restoration of flood damages of Champamati R/B existing embankment form Entry Road to Rly. line (at Bashbari ) under SDRF for 2019-20
2020_BTCWR_16838_1
NIT Addl.CEKZWRAccttE-T101 137 dt.26.02.2020
Open Tender
Civil Works
Item Rate
60 days
At Bashbari village area
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
Executive Engineer, Kokrajhar W.R.Division
₹5.0 L
Yes
6 Jul 2020
28 Feb 2020
10 Mar 2020
28 Feb 2020
10 Mar 2020
4 Mar 2020
Amount
Clearing light 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% of the area is covered by shrubs, trees etc)
Earth work in embankment by Tractor-trailer carriage in locally available ordinary soil excluding rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22 cm. thick including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm 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 earth work on account of shrinkage)
Earthwork in bank trimming to the designed section /slope including removing the soils at a safe distance, complete as directed.
Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90m and all lifts.
Collection of river boulder of size 23cm to 30cm in average and minimum Weight 30 Kg having (i) specific gravity not less than 2.65 and Materials properties conforming to IS 2386 part III & IV 1963 free from dust, dirt and other foreign materials including necessary carriage and stacking in regular measurable stacks at site, payment of forest royalty, monopoly, etc. (10% under sized boulder is allowable for packing/filling the gaps occurred during execution of works) Complete as directed.(15% deduction will be made from the stack measured quantities on account of void). Quarry = Aie Poali river boulder quarry.
Supplying of galvd. wire netting sheets made of 8G wire of 152 mm (6") square mesh in sheets of overall size 2.57 m × 1.66 m (8'6" × 5'6") including 76 mm projection of each wire on all sides 2.42 m × 1.31 m (8'0" × 5'0") having knots of 12G at every joints including unloading and stacking properly, complete as directed by the department (weight of each sheet should not be less then 6.30 Kg) (taxes extra).
Local carriage of boulder, metal, gravel etc. from the approachable site beyond 150m and up to 3.00Km from the work site including loading from stack and unloading at work site with 10 (ten) ton capacity truck, supplying P.O.L. etc. complete as directed.
Labour charge for dumping boulder in cage made of wire netting sheets of size 2.57 × 1.66 m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires (wire netting sheet supplied by the department free of cost within 150m of work site) filling boulder inside in cage launching the same in position as directed including all handling charges and including site carriage of boulder from stack yard/ dump site within a distance of 150 m.etc. complete as directed. (a) Without Boat
Supply of R.C.C. Porcupine member of size 0.10m × 0.10m × 3.00m with cement concrete proportion 1 :2:4, reinforced by 4 Nos. of 8mm dia TMT bar. and 4mm dia (8G) wire stirrups at 15cm. C/C with 2 (two) nos of holes of 20mm dia at 50 cm inside from both sides in the same face and in the other face of member another 2 (two) nos. of holes of size 20mm dia at 65 cm inside from both ends including properly curing for 28 days and supply at specified stackyard complete as directed.
Labour charge for launching of R.C.C. Porcupine including carriage of R.C.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). (a) Without Boat.
JAMA DAIMARY
SWRANG KHAKLARY
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