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 Date5 Jul 2023
Closing Date21 Jul 2023
Tender Amount₹ 19,08,182 
Notes
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Costs

Description

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ii) 150 mm nominal bore

1

8931

8930.5

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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 CPWD specification and direction of the Engineer - in - charge. i) 125 mm dia. A. PN - 1.0

1

5750

5749.5

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ii) 150 mm dia. A. PN - 1.0

1

6976

6975.8

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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) 125 mm dia.

3

5560

1853.4

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ii) 150 mm dia.

3

5962

1987.4

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Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i) 150 mm dia

160

88016

550.1

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ii) 125 mm dia

200

93360

466.8

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Making road crossing by horizontal boaring 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. A. By manual means

20

9336

466.8

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Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :' (i) With Second Class bricks

1

17903

17902.6

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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 (300 x 0.30 x 0.30 x 0.075)= 2.025 cum

2.03

343

169.5

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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: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) (300 x 0.30 x 0.30 x 0.075)= 2.025 cum

2.03

19991

9872.1

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First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) 300 (0.30 x 0.30 x 0.45 - 3.142 x 0.075 x 0.075 x 0.3)= 10.559 cum

10.56

93853

8888.4

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12 mm cement plaster of mix. i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) 300( 4 x 0.30 x 0.45 + 0.3 x 0.3 - 2 x 3.142 x 0.075 x 0.075)= 178.396 Sqm

178.4

31184

174.8

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Neat cement punning. 300( 4 x 0.30 x 0.45 + 0.3 x 0.3 - 2 x 3.142 x 0.075 x 0.075)= 178.396 Sqm

178.4

8046

45.1



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