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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC | ₹6.3 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹6.3 Cr+₹0.03 (<0.01%)Rejected-AOC | ₹6.3 Cr+₹0.03 (<0.01%) | L2 | Rejected-AOC NOT QUALIFIED FOR AOC |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| 4 | Rejected-Technical 2ND FLOOR PARNIL COMPLEX ZOO ROAD TINALI GUWAHATI 24 | KAMRUP METRO | ASSAM | 781024 | - | - | Rejected-Technical Technically Non-Responsive |
Tender Value
₹7.0 Cr
EMD Value
₹14.0 L
Closing Date
17 Nov 2023, 2:00 pmClosed
Chief Engineer Water Resources Department
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of Additional Sluice Opening (Double Shutter ) at Bethukandi for drainage of Mahisabeel to Borak River.
2023_DoWR_33307_1
SILCHAR/2023-24/RIDF/II
Open Tender
Civil Works
Works
365 days
SILCHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹14.0 L
Yes
21 Feb 2024
27 Oct 2023
17 Nov 2023
27 Oct 2023
17 Nov 2023
8 Nov 2023
Amount
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(BY MANUAL MEANS) Ordinary soil(I) Without dewatering Upto 3 m depth
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (BY MANUAL MEANS) Ordinary soil (I) Without dewateringUpto 3m to 6 m depth
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (BY MANUAL MEANS) Ordinary soil (I) Without dewateringabove 6 m depth
Carriage of excavated muddy/slushy soil/garbage by truck of 10MT capacity & deositing the same in suitable dumping ground within an average lead of 5.00 km including cost of P.O.L. And loading /unloading charges etc. Complete as directed.
Sand filling in foundation trenches as per drawing and technical secifications .
De-watering by 5-HP water pump including supply of necessary fuel, Engine oil & pump operator etc. complete as directed
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specifications clause 802,803,1202 & 1203 a. With Crushed stone iii) P.C.C. Grade M20 Nominal mix : (1:2:4)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 with crushed stone A. with crushed stone a) RCC grade M20 for nominal mix 1:2:4 (a)for height up to 5.0m
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Supply of Geo-textile bags of type-A (1.03 × 0.70M) inner to inner 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) Wide Tensile strength(MD) ≥20KN/m & Wide Tensile strength(CD) ≥20 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≥4000N (vi)Permittivity≥1.10s-1 (vii)Permeability≥40l/m2/sec (viii)AOS ≤75micron (ix) UV Resistance @500 hours etained Tensile strength (MD) & (CD) ≥ 80% (x)Mass≥400 gm/m² (xi) Thickness at 2 KPa≥3 mm (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 100mm. (Bags are to be supplied of 100 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, 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 Bags of size 1.03 x 0.70 m including loading & unloading, Stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed.
Filling and laying of Geo bags of size 1.03m X 0.70m excluding 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 double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriagewithin a distance of 150m and laying properly as directed.(sand/silt, Geo Bag and Polypropylene thread will be suppliedby the department free of cost) WITHOUT BOAT
Collection and supply of River silt by truck carriage free from debries and other foreign material, etc. complete as directed. By mechanical Means For beyond initial 1 km & upto 10.00 km & for all lifts.
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) i/c payment of taxes
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. 450mm Dia Pile
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (sub structure) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. All kind of soil
Construction of temporary 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 plinth of 2.5m. Split Jatti bamboo/tarza wall 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 Bambooframe binding with wire, roofing with TATA Shaktee roofingsheets etc., complete as directed.(Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & JatiBamboo at the rate of 61.00nos / Rm)
Earth work in embankment by manual means by truck carriage in 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, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted on account ofshrinkage) For initial lead upto 1 Km and for all lifts
Earth work in embankment by manual means by truck carriage in 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, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted on account ofshrinkage) For every Km extra lead beyond initial lead of 1 km & upto 10 kms
Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90m and all lifts.
Construction of whole bamboo single palisading with matured Bhaluka bamboo posts 7.5 cm to 10 cm dia., 15 cm clear apart 1.50 m to 1.80 m above ground and 1.00 m to 1.20 m below ground with Bhaluka bamboo inclined struts placed at 1.5 m a part tied with three rows of horizontal half Jati bamboo kamies etc. complete as directed. (Using Bhaluka Bamboo at the rate of 10.14 nos./Rm & Jati Bamboo at the rate of 2.40 nos./Rm)
Supplying fitting and fixing Jati bamboo chattai fitted with split Jati bamboo kamies at 0.5 m C/C and edge tied with 24 G. galvd. tying wire, etc. Complete as directed. Diagonally woven:(Using Jati Bamboo at the rate of 26.00 nos./Rm)
Collection and supply of brick bats 10 - 40 mm size to work site including loading, unloading transportation and stacking in measurable stacks including sale tax, compensation if any, etc. complete as directed
Labour charge for laying of a, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed.
Medium Jungles : Clearing medium jungles and trees up to 50 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed
Earth work in excavation of drainage channel to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. Wet & Sticky Soil For led up to 50m and all lifts
M.S.Plate 8 mm
M.S.Plate 6 mm
M.S.Joist 250X 125 mm
M.S.Plate 10 mm
M.S.Angle 100x100x10 mm
M.S.Angle 75x75x6 mm
M.S.Angle 50x50x6 mm
M.S.Angle 45x45xx6 mm
M.S.Angle 65x65x6 mm
m.S.Channel 250 X 80 mm
M.S.Channel 300X 90 mm
M.S.Channel 150 x 75 mm
M.S.Channel 100x50 mm
M.S.Flat 50x10 mm
M.S.Flat 40x6 mm
M.S.Flat 50x6 mm
"J" type rubber seal of the following sizes(Best quality) ISI specified b) 125 mm
C.I. plain roller with centre hole 10 - 25 mm of the following size: (dia. × height) (Machine finished) 75 mm × 100 mm
C.I. roller pin of length 150 mm to 250 mm dia.(Machine finished) 16 mm
F' shaped roller bracket made of 10 mm thick plate of size 75 × 200 mm with hole as per direction to accommodate with the roller size: (Machine finished) 100 mm × 150 mm
Nuts & bolts (Assorted size)
M.S. washer (Assorted size)
M.S. Electrodes (Best quality) 8 SWG
M.S. Electrodes (Best quality)10 SWG
Turpentine oil
Painting brush 3"11
Steel wire brush
Leather hand gloves
Coir rope
Antisol red oxide paint
Red oxide primer
Filled DA Gas
Filled Oxygen Gas
Diesel
Nylon Rope
Waste Cotton
Separator stud with nut on both end with tube of length 250 mm to 460 mm
Supply of M.S. Shaft (Best quality) of diameter 75 mm
C.I pulley 16 mm to 25 mm dia. with centre hole as per direction (Machine finished) 150mm
Pulley stand made of 100 × 50 mm channel for (As per direction) 150mm
C.I. Boss with internal thread cutting 1 TPI/2 TPI,making groove for bearing slot for lock plate and 1.5"drill for providing handle as per direction for thefollowing sizes: (dia. × height) 150mm x 200 mm
M.S. lock plate 300 mm × 300 mm of the following thickness as per direction including supply of materials. (Machine finished) 8 mm
M.S. base plate 300 mm × 300 mm of the following thickness as per direction including supply of materials. (Machine finished) 10mm
G.I. pipe of sizes 25 mm
H.D. Thrust ball bearing (Best quality) ISI specified 65 mm dia
Distant tube with pin of the following size (Machine finished) 100 x 120mm
C.I. roller pin of length 150 mm to 250 mm dia. (Machine finished) 20 mm dia
C.I. counter weight circular type 1.5" thick with 25 mm dia. hole & weight of 35 Kg each as per direction (machine finished & fine grinded)
Counter weight holder
Steel wire rope (Tested quality) of the following sizes (ISI standard) 19 mm
"U" clamp of size 19 mm
Pulley pin of 16 mm dia.
Shaft pin with length up to 150 mm for the following diameters 12 mm
Thread cutting (Square) 1 TPI/2 TPI including finefinishing and making hole in one end as per direction or sizes as given below 40 mm
Hacksaw blade 1.5" × 12", (D/E)
Arc welding cable, 400/600 Amp
Arc welding mask
Arc welding holder, 400/600 Amp
Gas cutting nozzle
Mobil oil.
W.B. Grease
Gas cutting Kit (Including Oxygen meter, Acetylene meter, cutting torch, regulator etc.)
Matured full length bamboo a) Bhaluka
Hire charge of Tractor with minimum 40 HP enginecapacity along with trailer of 2.50 Cum capacity including operator and excluding fuel and lubricant.
Ordinary / unskilled labour
Hire charge of 5 HP water pump with operator and excluding P.O.L.
Hire charge of Crane with capacity 80 ton with operator excluding fuel & lubricant.
M/S SUPREME ENETRPRISE
stage.html
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tech_eval.pdf
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