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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 CrAccepted-AOC | ₹26.8 Cr | L1 | Accepted-AOC PROPER |
| 2 | L1₹26.8 CrRejected-AOC BHASKAR NAGAR BYE LANE NO 2 GUWAHATI 21 | SOUTH SALMARA MANCACHAR | ASSAM | 783127 | ₹26.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 3 | L1₹26.8 CrRejected-AOC GWJWNPURI WARD NO 4 CHIRANG P O CHAPAGURI PS DALIGAON DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹26.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 4 | L1₹26.8 CrRejected-AOC BONGAON BELTOLA COLLEGE ROAD BELTOLA GUWAHATI 781028 | KAMRUP METRO | ASSAM | 781028 | ₹26.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 5 | L1₹26.8 CrRejected-AOC ASSAM AS | ₹26.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
Tender Value
₹29.8 Cr
EMD Value
₹59.6 L
Closing Date
1 Nov 2022, 2:00 pmClosed
Chief Engineer Water Resources Department
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Protection of villages Durgapur, Dababeel, Chotonilibari, Debargaon, Dangaigaon Bhirengaon, Bherbheri, Rowmari, Khagrabari, Sanyashiguri, Uttar Popragaon and Popragaon from the erosion of river Aie (R/B)
2022_DoWR_27347_1
CHIRANG/2021-22/FMBAP/I
Open Tender
Civil Works
180 days
CHIRANG
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹59.6 L
Yes
27 Feb 2023
12 Oct 2022
1 Nov 2022
12 Oct 2022
1 Nov 2022
17 Oct 2022
Amount
Light Jungles: Clearing light jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work upto a distance of 30 m, etc. complete as directed. (When 30% of the area is covered by shrubs, trees etc)
Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in hickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. For initial Lead upto 1.00 km for all lifts
For beyond initial 1 km & upto 10.00 km & for all lifts. (Distance =6km)
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, etc. complete as directed.
Construction and supply of Wire -netting box of size 1.50 m × 1.50 m × 0.45 m made with mechanically woven, double twisted, hexagonal shaped wire mesh with wire made of low carbon, high ductile MS wire with heavy class of galvanization woth an additional layer of PVC coating with mesh type of 10 × 12 as per EN 10223 & ASTM A975, mesh wire of 2.70 mm (I.D) /3.70 mm (OD) tensile strength of 450-500/mm2, edge wire slevdge around it at least 2.5 times, lacing wire (zinc PVC coated ) of 2.20mm (I.D) /3.20mm (OD), VC coating thickness of 0.50mm nominal, 0.38 mm minimum, Mesh opening size 150mm × 150mm and with average weight per unit being 12 kg with additional 3% of the weigth of box for lacing wire supplied separately, supporting the facing of the box with zinc coated steel wire of required length as directed, compling with ASTM and Europian norms.
Supply of Geo-textile bags of type-A (size 1.03X0.70M), inner dimension made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653 : 2017 (i) Tensile strength (MD) ≥ 20 and wide tesile (CD) ≥ KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥ 95 % (iv) Trapezoidal Tear Strength (MD) ≥ 450N & Trapezoidal Tear Strength (CD) ≥ 450N (v) CBR Puncture strength ≥ 4000 N/m2 (vi) Permitivity ≥ 1.10s-1 (vii) Permeability = 40Lt/m2/sec (viii) AOS ≤ 75 micron (ix) UV Resistance @ 500 hours retained tensile strength (MD) &(CD) ≥ 80% (x) Mass ≥ 400 gm/m2 (xi) Thickness at 2 KPa ≥ 3mm (xii) Seam strength ≥ 80% of actual fabric 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 each bag having proper tag with name of Manufacturer and Batch Number.The GSM and type of polymer encrypted and stitched on top corner and each bag is to be marked with " WRD Govt. of Assam" to be printed distinctly.Test Certificate from approved NABL accredited and ISO (Certified Laboratory should invariably be submitted against each batch of material).
Carriage of Geo bag of size 1.03 x 0.70 m including loading and unloading , staking etc. complete and including hire charge of truck with driver and handyman cost of POL etc. complete as directed . (Fron Guwahati to work site = 210.00km)
Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of sand/silt of size more than 80 micron from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/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) without boat
Filling and laying in cage with sand/silt filled Geo bags of size 1.03m X 0.70m including excavation of sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/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) (i) Without Boat
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) i/c payment of taxes (11m sewing thread required for steching of 1 No of Bag)
Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653 : 2017 (i) Tensile strength (MD)≥15KN/m & Wide Tensile strength (CD)≥15 KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥ 95 % (iv) Trapezoidal Tear Strength (MD) ≥ 340N & Trapezoidal Tear Strength (CD) ≥ 340N (v) CBR Puncture strength ≥ 3000 N/m2 (vi) Permitivity ≥ 1.25s-1 (vii) Permeability = 60Lt/m2/sec (viii) AOS ≤ 75 micron (ix) UV Resistance @ 500 hours retained tensile strength (MD) &(CD) ≥ 80% (x) Mass ≥ 300 gm/m2 (xi) Thickness at 2 KPa ≥ 3mm (Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer & Batch Number & its dimensions clearly on each roll 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).
Carriage of 300 gsm Geo sheet of including loading & unloading , Stacking cost of P.O.L., etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (distance to be claculated from Guwahati) (Fron Guwahati to work site = 210.00km)
Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge.
Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, 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 etc. complete as directed.
Supply of Steel wire rope (tested quality) of the following sizes(ISI standard) b) 19 mm
Supply of U' shaped bolt 19.00mm
Labour charge for construction of deadman with one man size boulder/Geobag in cage of wire netting sheets of size (2.57mx1.66)m and launching the same in river bed/slope including site carriage of boulder either manually or by boat as the case may be and passing the wire rope round the deadman including tying the end of the wire rope by ‘u’ bolt as necessary, etc. complete as directed. ( wire netting sheets, boulders/Geobag, ‘u’ bolt will be supplied by the Department free of cost) Without boat
Galvanized wire (a) 8 G. Wire
Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10m X 0.10mX 3.00m with M-30 grade of cement concrete conforming to IS 1343 : 2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 Nos. of 4 mm dia high tensile steel wire cable / strand with necessary cover and 4 mm high tensile stirrups at 250mm C/C, in conformity with IS-6403:R2002 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 21 (twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.
Carriage of PSC porcupine members of size 0.10m X 0.10m X 3.00m from Stack yard to Work Site including loading, unloading & stacking (Rs.2.04 per Km per Member @ 17km )
Labour charge for launching of PSC Porcupine including carriage of PSC 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) Launching without boat
Sanjib Bhattacharjee
ANUPAM NIRMAN PVT. LTD.
MANOJ KR MACHAHARY
SUDHANG KUMAR BRAHMA
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