Public Works Department Tender

Take tender evaluation notes for Goa PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date13 May 2025
Closing Soon22 May 2025
Tender Amount₹ 1,56,33,361 
Notes
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Costs

  • EMD

    ₹ 3,12,667
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 6,000

Description

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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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-

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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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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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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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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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