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 Date2 Mar 2024
Closing Date18 Mar 2024
Tender Amount₹ 33,28,134 
Notes
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Costs

Description

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BOQ Items

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i) 150 mm dia ductaile iron class K-7 pipes

650

1691300

2602

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i) 200 mm dia Ductile Iron Class K-7 pipes.

235

786921

3348.6

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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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i) 200 mm dia

42.73

4529

106

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iv) 150 mm dia

118.18

9253

78.3

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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. v). 200 mm dia. A) PN - 1.6

1

16789

16789.2

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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately). i) 100 mm dia

2

20635

10317.3

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Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. iv) 200 mm dia

10

2469

246.9

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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

1.5

333291

222193.8

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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

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A) D.I. all socketted Bend 90 degree ii) 200 mm dia

2

11843

5921.5

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B) D.I. all socketted Bend 45 degree ii) 200 mm dia

3

16604

5534.5

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C) D.I. all socketted Bend 22.5 degree ii) 200 mm dia

3

14351

4783.7

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A. D.I. Flanged Socketted tail piece i). 200 mm dia

2

8262

4131

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B. D.I. Flanged Spigotted tail piece ii).200 mm dia

2

8987

4493.4

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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

60.88

37700

619.3

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Constructing masonry Chamber 120 x 120 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) forsluice valve, with C.I. surface box 100 mm top diameter, 160 mmbottom diameter and 180 mm deep ( inside ) with chained lid andRCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brickaggregate 1st class 20 mm nominal size ) necessary excavationfoundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brickaggregate 1st class 40 mm nominal size ) and inside plastering withcement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standarddesign, CPWD specification and direction of the Engineer - in -charge. A). With First class bricks

1

18873

18873.2

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

14.25

16777

1177.3

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil

10.13

2345

231.6

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

5

51246

10249.1

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6.2 Second class brick work in foundation and plinth including cost of all materials as required complete:- 6.2.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ).

10

84183

8418.3

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12.1 12 mm cement plaster of mix 12.1. In cement mortar 1:6 ( 1 cement : 6 fine sand ).

25

5130

205.2

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5.19 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more

250

25975

103.9

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement -All work upto plinth level: 5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

3.5

42258

12073.8



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