Public Works Department Tender
View complete overview of Goa PWD Tender
Costs
EMD
₹ 14,253Document Cost
₹ 3,000Tender Fee
₹ 1,425
Description
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Contact
Tender Id
2024_PWD_13914_1Bid Award Id
ViewTender No
PWD/DIII(WS)/ASW/23/23-24 Line3Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. Complete.
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I) End Cap
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a) 75mm dia PN 6 (6kg/cm2)
1
47
47
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II) Coupler (plain)
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-
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a) 75mm dia PN 6 (6kg/cm2)
12
492
41
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III) Female Threaded Adapter
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a) 75mm dia
5
755
151
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IV) Male Threaded Adapter
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a) 75mm dia
5
675
135
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V) Reducer (Multi Stage)
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a) 90 x 75mm dia
1
59
59
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VI) Long Bend 90 degree 6kg/cm2
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a) 75mm dia
2
500
250
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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) Mechanical Compression Collar Coupling
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a) 80mm dia
4
11332
2833
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II) Flanged Socket Tail piece ( Flanged Adaptors)
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a) 80mm dia
4
13596
3399
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Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts.
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I) Double Socket Branch Flange Tee
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a) 80 x 80 x 80mm dia
1
6464
6464
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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.
8.25
2656
322
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b) S&S flanged/plain ended specials.
1.24
886
715
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Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the engineer in-charge.
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a) 75mm dia
150
3000
20
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast steel double flanged manually operated sluice valves having body, door, bonnet stuffing box, hand wheel etc. in graded cast iron i.e. ASTM A-216 Gr WCB. inside screw non rising type stainless steel AISI 410 spindle. Spindle Nut and four faces of gun metal as IS:318 Gr. 2 LTB. Valve conform to IS:14846 - 2000 and flanges faced and drilled to IS:1538 part 4 & 6. Valve sizes 400 mm and above will be provided with ball thrust bearing and gear box. Valves are to be tested in different test pressure rating: Class 150 (Class A)
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a) 80mm dia
2
52042
26021
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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) 80mm dia
2
462
231
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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 incharge.
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I) Double socketed specials such as bends, collar couplings,etc.
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a) 80mm dia
4
880
220
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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 incharge.
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I) All Socket branch flange Tee
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a) 80 x 80 x 80mm dia
1
487
487
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron single orifice type Air( fig S2confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10Kg/sq cm (TYPE P.N. 1. 0) (Class A)
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a) 25mm dia
2
18156
9078
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Construction of masonry chamber 60x60x75cm inside in 40kg/sq.cm ,brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse sand) for sluice valves 50 to 80mm 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 C.I. Surface box 100mm top dia 160mm bottom dia and 160mm deep of wt 15kg inside with chain lid 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)
5
50935
10187
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
524.1
128404
245
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Supplying at store or site of work including railway freight, carting, loading and unloading, stacking, transit insurance etc., cast iron detachable joints conforming to IS: 8794-1978 suitable for PVC pipes including cost of rubber rings, nuts, bolts etc.Class 6.
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a) 75mm dia
10
2671
267.15
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b) 90mm dia
4
1198
299.67
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Making C.I Detachable joints to P.V.C. pressure pipes of 6 kgs / sq.cm and C.I Plain ended specials with collar, rubber rings, nut and bolts, etc. complete including testing of joints excluding cost of joints
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a) 75mm dia
20
1400
70
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b) 90mm dia
8
880
110
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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 metres, including making level the trench surface by utilising 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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a) By Manual Means
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1) Rural Roads
7.2
2952
410
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
1.87
4134
2211
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Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggregate 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
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a) All works upto plinth level
1.37
8665
6325
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Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :
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a) 65mm nominal bore
1
7449
7449
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