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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L4₹1.4 Cr+₹25.0 L (22.0%)Accepted-AOC KAMAKHYA APARTMENT B K KAKOTI ROAD REHABARI GUWAHATI KAMRUP M ASSAM 781008 | GUWAHATI | KAMRUP M | ASSAM | 781008 | ₹1.4 Cr+₹25.0 L (22.0%) | L4 | Accepted-AOC PROPER |
| 2 | L1₹1.1 CrRejected-AOC | ₹1.1 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | L1₹1.1 CrRejected-AOC | ₹1.1 Cr | L1 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 4 | L2₹1.1 Cr+₹48,665.62 (0.43%)Rejected-AOC | ₹1.1 Cr+₹48,665.62 (0.43%) | L2 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 5 | L3₹1.3 Cr+₹21.1 L (18.5%)Rejected-AOC | ₹1.3 Cr+₹21.1 L (18.5%) | L3 | Rejected-AOC NOT QUALIFIED FOR AOC |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
29 May 2020, 2:00 pmClosed
Addl. Chief Engineer, UAZ, W.R. Deptt., Dibrugarh
Addl. Chief Engineer, UAZ, W.R. Deptt., Dibrugarh
Immediate measures for restoration of Check bund at Ch.1000 m of Gainadi L/B embankment D/S of NH-15 under SDRF for 2019-20.
2020_DoWR_17614_1
DHM/SDRF/2020-21/GIANADI/1
Open Tender
Civil Works
Works
60 days
Dhemaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
The Executive Engineer, Dhemaji W. R. Division
₹3.0 L
Yes
19 Aug 2020
20 May 2020
30 May 2020
20 May 2020
29 May 2020
24 May 2020
Amount
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 cutting and clearing light jungles trees up to 50cm. girth 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)
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 90m and all lifts.
Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as (i) Tensile strength ≥ 12 KN/m (ii) Mass ≥ 300.00 Gm/m ² (iii) CBR Puncture strength ≥ 3.5 KN (iv) longation at break ≥ 60% (v) Abrasion ≥ 70 % (vi) UV Resistance @ 500 hours ≥ 70% (vii) AOS ≤ 75 micron (ix) Permittivity ≥ 1.25, (x) Trapezoidal Tear Strength ≤ 340 N (xi) Permeability = 2.00 x 10 ̄ ³ m/sec (xii) Seam strength = 80 % of geotextiles strength . Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm. (Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer & Batch Number clearly on each bundle with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material) FOR GUWAHATI
Supply of galvd. wire netting sheets made of 80 wire of 153 mm (6") square mesh in each sheet of overall size 2.57 x 1.66 m (8-6" x 5 - 6") including 76 mm projection of each on all sides beyond not less than size of 2.42 m x 1.31 m having knots of 120 at every joint including loading/unloading & stacking properly complete as directed by the deptt.(Weight of each sheet should not be less than 6.30 kg)
Supply of Geo-textile bags of type-A (1.03X0.70M) made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre having thickness not less than 3.00 mm with minimum properties as (i) Tensile strength (CD) ≥ 24 KN/m (ii) Tensile strength (MD) ≥ 22 KN/m (ii) Mass ≥ 400.00 Gm/m ² (iii) CBR Puncture strength ≥ 4100 N/m2 (iv) Elongation @ break (Warp) ≥ 54% (v) Elongation @ break (Weft)≥ 52% (vi) Abrasion ≥ 70 % (vii) UV Resistance @ 500 hours ≥ 70% (viii) AOS ≤ 75 micron (ix) Permittivity ≥ 1.25, (x) Trapezoidal Tear Strength ≤ 520 N (xi) Permeability = 45Lt/m2/sec (xii) Seam strength = 80 % of geotextiles strength . Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100 mm. (Bags are to be supplied of 100 numbers or part in a bundle, properly packed with name of Manufacturer and Batch Number is to be marked on each bag with “WRD Govt of ASSAM” to be printed on each bag and mentioning properly the GSM and type of Geo bag polymer. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).
Filling and laying in cage with sand filled Geo bags of size 1.03m X 0.70m excluding excavation of sand from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand having minimum weighing 126.00 Kg and minimum volume 0.084 cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly. in cages made of wire netting sheets of size 2.57x1.66m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires complete as directed. (Sand, Geo Bag , Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost) without boat.
Filling and laying of Geo bags of size 1.03m X 0.70m excluding excavation of sand from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand having minimum weighing 126.00 Kg and minimum volume 0.084 cum after filling , double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. (sand, Geo Bag and Polypropylene thread will be supplied by the department free of cost) (Without Boat)
Construction of temporary shed of two roof with mud plinth of 0.45m height above ground level with Bhaluka bamboo post 1.50m apart driven at atleast 0.75m below ground and height above plint 2.5m split Jati bamboo wall mud plastering white washing 2 coats, 10cm thick touch roofing over bamboo rua frame placing at 0.15 m clear apart fitted with bamboo kamies from binding doors and windows with Bamboo Chattai strengthening with Bamboo frame binding with wire etc. complet as directed. (Using Bhaluka bamboo at the rate of 6.00 nos/Rm & Jati bamboo at the rate of 61.00 nos/Rm).
Mr. Sujit Chutia
pulin borgohain
NAGENDRA BAGIRI
PROVARKAR DAS
Rabindra Chhawchharia
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