Public Works Department Tender
View potential partner for Goa PWD Tender
Costs
EMD
₹ 3,12,667Document Cost
₹ 10,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2025_PWD_22696_1Tender No
DDW/ WD.II/ ASW/ F.24-E/ 02/ 2025-26/ L-2Tender 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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Supplying at store or site of work including freight, loading, unloading and stacking at site Oriented PVC (PVC-O) ring fit type pipes having orientation class 500, conforming to ISO 16422-2014, and IS 16647-2017, with integral homogeneous spigot having elastomeric sealing ring made of EPDM rubber (one per pipe). PN 16; Size in mm -OD; 110
4200
1184
4972800
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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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Elbow; Outer Dia in mm; PN 10 (10kg/cm2); 110
10
361
3610
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END CAP ( Plain ); Dia in mm; PN 6 (6 kg/cm2); 110
3
112
336
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Tee; Dia in mm; PN 10 (10kg/cm2); 110
18
486
8748
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Female Threaded Adaptor; Outer Dia in mm; 32
3
9
27
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Female Threaded Adaptor; Outer Dia in mm; 50
5
23
115
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Male Threaded Adaptor; Outer Dia in mm; 32
3
9
27
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Male Threaded Adaptor; Outer Dia in mm; 50
5
22
110
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Service Saddle; Dia in mm; 90x20
5
161
805
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Service Saddle; Dia in mm; 110x20
390
184
71760
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Service Saddle; Dia in mm; 110x25
3
184
552
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Service Saddle; Dia in mm; 110x32
6
184
1104
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Reducer (Multi Stage); Outer Dia in mm; 110x90
18
98
1764
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Long Bend 90 degree 6kg/cm2; Outer Dia in mm; 110
4
764
3056
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve generally conforming to IS: 14846 - 2000 having body, door, dome, gland in graded cast iron to IS:210 Gr. FG 200Min., four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI410, spindle, Flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box. and back seat bush) TYPE P.N. 1.0 (Class A);
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-
-
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Nominal Diameter in mm; 80
7
15463
108241
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Nominal Diameter in mm; 100
5
20708
103540
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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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-
-
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Flanged Socket Tail piece ( Flanged Adaptors); Nominal Dia in mm; 80
7
3399
23793
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Flanged Socket Tail piece ( Flanged Adaptors); Nominal Dia in mm; 100
5
3925
19625
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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 (TYPEP.N. 1.0) (Class A); Dia in mm; 40
6
9532
57192
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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge
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-
-
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90 mm OD
108
4
432
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110 mm OD
4200
4
16800
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Jointing of RING FIT PVC pipes by cleaning the pipes and hydraulic testing of joints etc. complete, as directed by the engineer in-charge
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-
-
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Outer Diameter in mm; 90
18
8
149.4
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Outer Diameter in mm; 110
700
9
6650
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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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-
-
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Nominal diameter in mm.; 80
7
231
1617
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Nominal diameter in mm.; 100
5
317
1585
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Fixing C.I. Single large orifice air valve of similar make with bronze ferrule at inlet screwed suitable to working pressure of 15kg/sq. cm for 12 mm to 20mm and 10kg/sq. cm for 25mm to 50mm, complete, as directed by the Engineer in-charge, of following sizes; Nominal diameter in mm.; 40
6
102
612
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Supplying of ASTM UPVC pipe conforming to ASTM 1785 with ISO 14001 etc. complete.
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-
-
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SCH-80(Blue)/(white); Outer Dia in mm; 20
2370
143
338910
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SCH-80(Blue)/(white); Outer Dia in mm; 25
18
210
3780
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SCH-80(Blue)/(white); Outer Dia in mm; 50
12
485
5820
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Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :
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-
-
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20 mm nominal bore
395
499
197105
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25 mm nominal bore .
3
675
2025
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40 mm nominal bore .
6
1408
8448
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50 mm nominal bore .
4
1701
6804
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Making connection to individual 15mm /20mm/25mm G.I/ OD Blue PVC pipeline with existing distribution line of any diameter with saddle piece / and necessary pipe and specials required suitable to the distribution line with road cutting trenching refilling the same including the cost of labour and accessories etc. complete. as per the direction of Engineer -in- charge.
398
3813
1517574
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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.; Rural road
2340
1823
4265820
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Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in:; All works upto plinth level
12.96
6192
80248.32
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Construction of masonry chamber60x60x75cminside 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); 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)
13
23843
309959
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Construction of masonry chamber 90x90x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm, 120 mm 150 mm and 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); 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)
5
40111
200555
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Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. complete; With 10 mm -12 mm thick plate; Tees, bends, reducers.
1017.36
192
195333.12
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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.
2731.42
245
669197.9
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