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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC | ₹4.4 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹4.6 Cr+₹17.2 L (3.88%)Rejected-AOC | ₹4.6 Cr+₹17.2 L (3.88%) | L2 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | L3₹4.6 Cr+₹20.4 L (4.60%)Rejected-AOC | ₹4.6 Cr+₹20.4 L (4.60%) | L3 | Rejected-AOC NOT QUALIFIED FOR AOC |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
4 Feb 2020, 2:00 pmClosed
Addl. Chief Engineer, UAZ, W.R. Deptt., Dibrugarh
O/o the Additional Chief Engineer, Upper Assam Zone, Water Resources Department, Dibrugarh
R/S of Moinamiri Ring Bund (Baruah Gaon to Sessamukh) (Package No. 1)
2020_DoWR_15671_2
DIB/SOPDG/RSMOINA/2019-20/1
Open Tender
Civil Works
Works
90 days
Dibrugarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
The Executive Engineer, Dibrugarh W.R. Division
₹9.8 L
Yes
16 Mar 2020
27 Jan 2020
4 Feb 2020
27 Jan 2020
4 Feb 2020
27 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:
Cutting bamboo , uprooting roots & stumps including removing them from the site of work, etc. complete as directed.
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.
Earthwork in bank trimming to the designed section /slope including removing the soils at a safe distance, complete as directed.
Supply of Geo-textile bags of type-A (1.03X0.70M) inner dinension 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) for Dibrugarh.
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) Elongation 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 Dibrugarh.
Supply of 9 mm dia. Rope polypropylene gabion of size 2m x 2m x 0.45 m having rope weight of 42 gm/m and mesh opening 150 mm x 150 mm with tensile strength of 1560 kg and having minimum weight of 6.20 kg per gabion for Dibrugarh.
Labour charge for laying Geo fabric sheet as filter bellow pitching.
Filling and laying of Geo bags of size 1.03m X 0.70m including 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. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) With Boat
Filling and laying of Geo bags of size 1.03m X 0.70m excluding excavation of silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt 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. (Silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat
Filling and laying of polypropylene gabion boxes filled with silt filled Geo bags of size 2.0m X2.0m X 0.45m including excavation of silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt weighing 126.00 Kg after filling ,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 complete as directed. (Geo Bag , Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost) Without Boat
Collection and supply of River silt by truck carriage free from debries and other foreign material payment of forest royalty if any, etc. (For initial Lead beyond 1/2 Km and upto 4.00 km for all lifts.)
Earth work in excavation of drainage channel to the proper grade and slopes as required including desposing the excavated debris/soil to a safe distance of minimum 50 m distance as directed. 1. Normal Soil
Supply of Sewing Thread/Yarn PPMF stitching thread (2000 Den. Kaplon) i/c payment of taxes.
Collection of broken stone metal of size 20 mm to 40m in average from blasted rock free from dust, dirt and other foreign materials screening properly, stacking in suitable stacks at quarry site, payment of forest royalty monopoly, etc. Complete as directed.(7.5% deduction will be made from the stack measured quantities on account of void).
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
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I Without plasticiser A PCC Grade M15
UTTAM BORAH
DEBASHIS DEBNATH
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