Public Works Department Tender
View complete overview of Goa PWD Tender
Costs
EMD
₹ 9,764Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWD_13252_1Bid Award Id
ViewTender No
PWD/DIII(WS)/ASW/18/2324ln4Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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I) 400 x 400mm x 250mm
1
82460
82460
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b) Double socket 90 degree Bends.
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I) 250mm dia
1
25297
25297
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Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.
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I) Long Sleeve Collar Coupling (Cut & Repair Coupling)
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a) 400mm dia
2
80966
40483
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b) 250mm dia
2
29262
14631
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Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. C. I. double flanged pipes-PN10 horizontally cast conforming to IS: 7181-1986 bearing ISI mark as per the length mentioned below.
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I) Barrel Length of 1.0 metres
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a) 250mm dia
4
19000
4750
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS:14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.6 (Class B )
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a) 250mm dia
1
46333
46333
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Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel. Etc. required for completion of job as per the direction of Engineer- in -charge
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a) 400mm dia
2
648
324
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b) 250mm dia
2
518
259
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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints.
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a) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
4.48
1442
322
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Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints, for pushon tight joints, and including the cost of rubber ring, nut bolts, for flanged joint, including the cost of work force, tools, hydraulic testing of joints,etc. complete as per the direction of the engineer in-charge.
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I) Double Socket Tee with Branch Flange
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a) 400 x 400 x 250mm
1
1738
1738
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Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints, for pushon tight joints including the cost of work force, tools, hydraulic testing of joints, etc. complete as per the direction of the engineer in-charge.
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I) Double socketed specials such as bends, collar couplings,etc.
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a) 400mm dia
2
1748
874
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts, as directed by the Engineer in-charge.
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a) 250mm dia
7
6111
873
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Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I
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a) 250mm dia
1
1286
1286
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Construction of masonry chamber 120x120x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar1:4 (1 cement : 4 coarse sand) for sluice valve size beyond 200mm dia with necessary excavation, foundation concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below)
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a) with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size)
1
57922
57922
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b) Add or deduct for every 0.10 m depth or part thereof for brick masonry chamber.
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i) 120cm x120cmx 100cm
10
12200
1220
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Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench surface by utilizing the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.
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I) By Manual Means :
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a) District Road, State highways, National highway and roads of similar standards
16
8096
506
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Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge.
16
29168
1823
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20cm depth consolidating each layer by ramming and watering lead upto 50M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
29.36
7193
245
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Hiring of heavy machinaries i.e. Hydraulic excavator one Cu.m. Bucket capacity including fuel oil wages of driver and helper etc. Complete.
8
14400
1800
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Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
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a) All works upto plinth level
6
43752
7292
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Centering and shuttering including Strutting, Propping and removal of forms for :
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a) Foundations, footings, bases for columns and mass concrete.
17
6919
407
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