Guwahati Metropolitan Development Authority Tender
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Guwahati Metropolitan Development Authority - GMDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Apr 2023
Closing Date26 Apr 2023
Tender Amount₹ 6,36,34,128
Costs
EMD
₹ 12,73,000Document Cost
₹ 12,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_GMDA_30454_1Bid Award Id
ViewTender No
GMDA/DEV/13/202352Tender Authority
Guwahati Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://gmda.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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D I K 9 Pipe 150 mm
690.64
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D I K 9 Pipe 200 mm
656.92
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D I K 9 Pipe 250 mm
92.5
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D I K 9 Pipe 350 mm
62.5
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D I K 9 Pipe 500 mm
25.33
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Labour charge for carrying and laying in position Ductile Iron (DI) pipes & specials (class K-9) in line level complete as directed
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D I K 9 Pipe 100 mm
7136.88
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D I K 9 Pipe 150 mm
980.17
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D I K 9 Pipe 200 mm
940.28
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D I K 9 Pipe 250 mm
82.5
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D I K 9 Pipe 350 mm
125.57
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D I K 9 Pipe 500 mm
98.45
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Excavation for trench laying of pipes and filling the excavated trench_all complete as per direction and site condition
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D I K 9 Pipe 100 mm
7136.88
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D I K 9 Pipe 150 mm
980.17
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... More
D I K 9 Pipe 200 mm
940.28
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D I K 9 Pipe 250 mm
82.5
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D I K 9 Pipe 350 mm
125.57
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D I K 9 Pipe 500 mm
98.45
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Supply, fitting and fixing of Sluice Valve with all accessories as per relevant IS Code including Carriage Loading/Unloadig etc. all complete as per direction and available site condition
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For 100 mm
42
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For 150 mm
11
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For 200 mm
10
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For 250 mm
3
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For 350 mm
4
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For 500 mm
3
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Erection of valve _with all accesaries and all complete as per direction and site condition,Labour charge for carrying, placing in position and fitting, fixing of sluice valve all complete as directed
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100 mm dia.
42
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150 mm dia.
11
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200 mm dia.
10
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250 mm dia.
3
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350 mm dia.
4
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500 mm dia.
3
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Miscellaneous work for the pipe laying work
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing
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1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
300
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete thermo-Mechanically Treated bars of grade Fe-500D or more.
6000
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Centering and shuttering including strutting, propping etc. and removal of form work for :
1350
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Constructing masonry chamber 1000x1000x1800 cm, inside with 75 class designation brick work in cement
12
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mortar 1:4 Construction, all complete as per direction and site condition
500
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Back filling of pipe trench (Hard rock) with soil all complete as per direction and site condition
12
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Providing and fixinng the Gasket for the pipe which will be laid at site _All complete as per direction and available site condition
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For 100 mm
950
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For 150 mm
195
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For 200 mm
190
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For 250 mm
20
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For 350 mm
30
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For 500 mm
22
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Hydrotesting of the Pipe __All complete as per direction and available site condition
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100 mm
7136.88
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150 mm
980.17
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200 mm
940.28
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250 mm
82.5
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350 mm
125.57
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500 mm
98.45
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Roadwork
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
300
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Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means
3000
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge
350
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
3000
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen
of grade VG-30 @ 5% (percentage by weight of total mix)
and lime filler @ 2% (percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity
100
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2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete
3000
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Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately
300
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Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and 28 days compressive strength not less than 40 N/m over a layer of bedding sand of compacted thickness 30mm
3000
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DAY WORK
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Day Work- Manpower
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Beldar
1000
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Mistry
500
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Blacksmith
500
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Carpenter
200
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Fitter
200
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welder
200
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Labour
600
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Painter
200
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Day Work- Material
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Coarse sand
300
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Portland Cement (OPC-43 Grade)
300
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Stone dust
1000
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Hill sand for filling
500
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Stone Aggregate (Single size) : 20 mm nominal size
500
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Brick 1st class
20000
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete thermo-Mechanically Treated bars of grade Fe-500D or more.
5000
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Cement primer
500
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Bituminous paint (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac
500
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Oxygen cylinder
200
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Welding rod
10000
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Paint brush
30
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Structural steel such as tees, angles channels and R.S. joists
100
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Day Work- Equipment
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Water tanker 5000 litre
50
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Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper
50
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Vibrator (Needle type 40 mm)
50
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Hire and running charges of loader
100
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Hire and running charges of tipper
100
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Joint cutting machine with blades
100
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Generator 250 KVA
100
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Hire charges of TATA 407 or equivalent for local shifting.
100
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Hire and running charges of crane 20 tonne capacity
100
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Compressor, gun, rubber pipes & other accessories- hire charge of plant & machinery i/c necessary fuel
50
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Diesel
500
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Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete including Labour. (prior approval of Superintending Engineer will be necessary)
50
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Jackpushing of dia 1000mm casing and 700mm carrier (65mtr each)
65
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Survey, investigation & Design for additional pipe netwrok in DMA 1-4 of Kamakhya Distribution Zone
1
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