Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date1 Jul 2024
Closing Date12 Jul 2024
Tender Amount₹ 23,75,810 
Notes
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Costs

Description

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BOQ Items

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B). For G.I. / C.I. / D.I. pipes in new work a). In all kinds of soil ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia

750

100350

133.8

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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A). Class - 3 ( working pressure 6.0 kg / cm2)

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-

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i) 90 mm OD

100

27140

271.4

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ii) 110 mm OD

100

37210

372.1

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iii) 140 mm OD

150

91920

612.8

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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.

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-

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i) 100 mm dia

100

186110

1861.1

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i) 125 mm dia

150

341700

2278

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i) 150 mm dia

500

1301000

2602

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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 100 mm dia

18

1687

93.7

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i) 125 mm dia

27

2651

98.2

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i) 150 mm dia

90

13005

144.5

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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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iv). 100 mm dia. A) PN - 1.6

1

5561

5561.1

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iv).125mm dia. A) PN - 1.6

1

6662

6662.1

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iv). 150 mm dia. A) PN - 1.6

2

16477

8238.6

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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.

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-

-

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i) 100 mm dia

2

198

98.8

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i) 125 mm dia

2

272

135.8

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i) 150 mm dia

2

370

185.2

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Providing and laying D.I. specials of class K - 12 suitable for push -on jointing as per IS : 9523 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) Upto 300 mm dia

0.5

111097

222193.8

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Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. A). With First class bricks

2

28257

14128.5

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Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. ii) 15 mm nominal bore

30

11481

382.7

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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in charge (cost of earth work and fittings will be paid separately).

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i. 15 mm dia

250

14325

57.3

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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia

30

2358

78.6

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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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i) 15 mm dia

30

3930

131

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Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. B). by manual means

38

23533

619.3

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Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)100 x 80 mm dia

2

1149

574.6

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Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia.

30

3144

104.8

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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock

30

3582

119.4

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Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge iii) 15 mm dia 225 mm long

30

2238

74.6

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Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.

-

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-

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i) 100 mm dia

2

841

420.5

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i) 125 mm dia

2

1025

512.7

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i) 150 mm dia

2

1177

588.4



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