Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2025
Closing Soon10 Feb 2025
Tender Amount₹ 62,98,325 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat.

7710

200

1542000

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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall.

7710

75

578250

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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

16

130

2080

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Cement Concrete in foundation with 1 : 4 : 8 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. As per PWD SOR 281.

2.5

6000

15000

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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.

10

7400

74000

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Supply & laying 1000mm. Dia NP3 R.C.C. Hume Pipe

7.5

5400

40500

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Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204

20

90

1800

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Earth work in Excavation.

330

150

49500

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P.C.C. 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size.

50

6900

345000

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Brick work in 1:4 cement and coarse sand.

120

6250

750000

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Plaster in 1:4 cement and coarse sand.

1250

190

237500

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P.C.C. M-20 Coping

15

9100

136500

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Construction of shoulder with approved material obtained from borrow pits(Carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. as per Technical Specification clause 301.5.

290

160

46400

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Construction of shoulder with approved material obtained from borrow pits(Local earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. as per Technical Specification clause 301.5.

1250

85

106250



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