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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.9 LAccepted-AOC | L1 | Accepted-AOC PROPER | |
| 2 | L2₹65.0 L+₹9,908.52 (0.15%)Rejected-AOC | L2 | Rejected-AOC Not Qualified for AOC | |
| 3 | Not Admitted-PreQual/Technical | - | Not Admitted-PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-PreQual/Technical | - | Not Admitted-PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-PreQual/Technical | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹65.0 L
EMD Value
₹1.3 L
Closing Date
21 Feb 2020, 2:00 pmClosed
Chief Engineer,W.R.Deptt
O/O Chief Engineer Water Resources Department Chandmari
MnR to dyke Drainage of low-lying area near Chandpur in Borkhola Circle Ph.-II on R/B of river Borak in Ujangram area for the year 2019-20
2020_DoWR_16509_1
SILCHAR/2019-20/MnR/I
Open Tender
Civil Works
Works
30 days
SILCHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
The Executive Engineer, Silchar W R Division
₹1.3 L
Yes
7 Mar 2020
14 Feb 2020
21 Feb 2020
14 Feb 2020
21 Feb 2020
15 Feb 2020
Amount
Item : 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. NOTE: Consider sand = 0.0135 cum/member & stone = 0.027 cum/ member while calculating deduction on Forest Royalty
Item : Supply of R.C.C. Porcupine member of size 0.10m × 0.10m × 2.00m 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 specific stackyard complete as directed. NOTE: Consider sand = 0.009cum/member & stone = 0.018 cum/ member while calculating deduction on Forest Royalty
Item : Labour charge for launching of R.C.C. / PSC Porcupine including carriage of R.C.C./ 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.
Item : Labour charge for launching of R.C.C. / PSC Porcupine including carriage of R.C.C./ 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 by boat:
Item :Local Carriage of Porcupine members by Diesel truck of 10 MT capacity including loading at stack yard and un loading at river bank up to an average lead of 10.00 Km and all lift, complete as directed.
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 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 (iii) Mass ≥ 400.00 Gm/m ² (iv) CBR Puncture strength ≥ 4100 N/m2 (v) Elongation @ break (Warp) ≥ 54% (vi) Elongation @ break (Weft)≥ 52% (vii) Abrasion ≥ 70 % (viii) UV Resistance @ 500 hours ≥ 70% (ix) AOS ≤ 75 micron (x) Permittivity ≥ 1.25, (xi) Trapezoidal Tear Strength ≤ 520 N (xii) Permeability = 45Lt/m2/sec (xiii) 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
Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed.(Distance to be calculated with respect to FOR Guwahati). Distance from Guwahati to Silchar is 400.00 KM
Filling and laying in cage with silt filled Geo bags of size 1.03m X 0.70m including 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 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). (Without Boat)
Supplying of Galv. wire netting sheets made of 8Gwire of 152mm (6inch) Sq. mesh in sheets of overall size 2.57m x 1.66m including 76 mm projection of each wire on all side beyond the net size of 2.42m x1.50m having knots of 12Gwire at every joints including loading, unloading, stacking properly complete as directed by the department. ( weight of each sheetshould not be less than 6.30kg)
Filling and laying of Geo bags of size 1.03m X 0.70m including 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. (Geo Bag and Polypropylene thread will be supplied by the department free of cost)(With Boat)
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) i/c payment of
Construction of whole bamboo single pallasiding with matured Barua bamboo stacks of 7.5cm to 100 mm dia.,15 cm clear apart driven 1.50m to 1.80m above ground and 1.00m to 1.20m below ground with Barua bamboo inclined struts fixed at 1.50 m apart tied with three rows of horizontal half Bethua bamboo kamies with G.I. wire of 16G to 18G etc. complete as directed.(Using Barua Bamboo at the rate of 10.14 nos/ Rm & Bethua Bamboo at the rate of 2.40 nos / Rm)
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) For initial lead beyond 8Km and up to 10.00 Km and for all lifts
SAJIDUR RAHMAN
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