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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC PROPER |
| 2 | L1₹2.0 CrRejected-AOC | ₹2.0 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 3 | L1₹2.0 CrRejected-AOC 202 MAHAVEER APARTMENT USHA GALI A T ROAD GUWAHATI KAMRUP M ASSAM 781009 | GUWAHATI | KAMRUP M | ASSAM | 781009 | ₹2.0 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 4 | L2₹2.0 Cr+₹0.01 (<0.01%)Rejected-AOC | ₹2.0 Cr+₹0.01 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
19 Mar 2021, 2:00 pmClosed
Chief Engineer, WRD
Office of the Chief Engineer, Water Resources Department, Chandmari, Guwahati-3
Protection of flood embankment along Kollong river from Azarbari to Rly Bridge(L/B) in between Ch. 8.50Km to 10 Km
2021_DoWR_21532_1
MORIGAON/2020-21/RIDF/III
Open Tender
Civil Works
Item Rate
Morigaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹4.4 L
Yes
15 Jun 2021
26 Feb 2021
20 Mar 2021
26 Feb 2021
19 Mar 2021
28 Feb 2021
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)
Earthwork in bank trimming to the designed section /slope including removing the soils at a safe distance, complete as directed.
Earth work in excavation by hydraulic excavator, to proper grade and slopes as required including utilizing the spoils for filling works in the vicinity including removing roots & vegetation, dressing to design section complete as directed. Ordinary Soil , For depth up to 3.00m
Earth work in embankment by truck carriage in ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and stacking in regular measurable stacks at suitable places including clearing and levelling the stacking site, breaking clods up to 2.5cm cube, payment of forest royalty if any, etc. ( 12.50 % deduction will be made from measured quantities on account of shrinkage)For initial lead beyond ½ Km and up to 4.00 Km and for all lifts
Spreading of earth stacks over the crest and slope of embankment and places as directed in uniform layer of 22 cm. thick including breaking clods, dressing, ramming etc. complete where necessary including dressing the embankment. before complete as directed
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). (FOR- Guwahati) Grab Elongation ( ASTMD 4632)= ≥5% & ≤30% Tensile strength ( ASTMD 4632) = 1.5 KN UV resistance( ASTMD 4355) = 70%/500 hrs (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).
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- Guwahati)
Labour charge for laying Geo fabric sheet as filter bellow pitching.
Supply of galvd. Wire netting sheets made of 8G wire of 152mm(6") square mesh in sheets of overall size 2.57 x 1.66m (8'-6") including 75mm projection of each wire on all sides beyond the net size of 2.42m x 1.31m (8'-0" x 5'-0") having knots of 12G wire at every joints including loading, unloading, stacking properly complete as directed by the department. ( weight of each shee tshould not be less tann 6.30KG)
Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of specified 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. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) A) With Boat
Filling and laying in cage with silt filled Geo bags of size 1.03m X 0.70m including excavation of specified 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 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. (Geo Bag , Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost) A) Without boat
Supply of thread/Yarn PPMF stitching thread (2000 Den. Kaplon) i/c payment of taxes.
Supply of Coarse sand @Rs.1725.00/m3 + 12%GST+Forest Royalty (Rs.149.80/m3)+ 1%Labour cess
Carriage of Geo Bags of size 1.03x0.70m including loading & unloading, stacking cost of P.O.L, etc. complete including hire charge of truck with driver and handyman completed as directed (Distance to be calculated with respect to F.O.R Guwahati)
Carriage of Geo sheet including loading & unloading cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman. (Distance to be calculated with respect to F.O.R Guwahati)
Providing and laying of plain cement concrete slab of size 0.50m X 0.50mX 0.15m, made in proportion 1:2:4, having 4 Nos. of bottom corner keys of 10 cm. dia. and 10 cm. long on trimmed graded slope of river bank including ramming the seat, curing, carriage of the slab from the place of casting to the work site up to a distance of 200m and all handling charges etc. complete as directed.
Construction of temporrary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart driven at atleast 0.75 m below ground and height above plint 2.5m. Split Jatti bamboo wall mud plastering white washing 2 coats, 10 cm 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 compple as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)
M/S MPA-TM JV
JAMIR KHAN-MD HABIBAR RAHMAN JV
Firoz Hussain
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