Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Opening Date2 Sep 2024
Closing Date13 Sep 2024
Tender Amount₹ 60,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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193/10

13.65

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194/2

21

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194/4

10.5

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194/6

21

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194/8

19.6

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194/10

16.8

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195/2

11.9

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195/4

14

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195/6

37.8

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195/8

39.38

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195/10

15.75

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196/2

31.5

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196/4

30

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196/6

17.5

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196/8

31.5

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196/10

54

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197/2

7

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197/4

31.5

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197/6

35

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197/8

3.5

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197/10

23.63

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198/2

7

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198/8

47.25

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198/10

21

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199/2

21

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199/8

31.5

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199/10

18.9

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200/4

26.25

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200/6

31.5

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200/10

1.23

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201/4

2.1

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201/6

2.8

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201/10

3.5

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202/4

12.25

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202/8

7

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202/10

21

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203/2

28

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203/6

5.6

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203/8

39.38

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204/4

14

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205/2

10.5

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205/4

7

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205/6

5.25

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205/8

31.5

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205/10

31.5

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206/2

37.8

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206/6

8.75

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206/8

3.5

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207/2

10.5

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207/4

14

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207/6

21

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207/8

9

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207/10

4.5

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208/2

2.63

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208/6

10.5

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208/8

28

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208/10

28

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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.

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(i) on WBM/WMM surface @0.85 Kg/sqm.

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193/6

280

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193/8

1400

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193/10

1260

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194/2

700

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194/4

1400

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194/6

1400

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194/8

1400

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194/10

1400

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195/2

700

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195/4

70

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195/6

1120

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195/8

1400

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195/10

700

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196/2

700

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196/4

600

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196/6

840

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196/8

490

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196/10

840

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197/2

70

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197/4

210

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197/6

175

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197/8

35

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197/10

700

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198/2

175

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198/4

175

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198/6

140

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198/8

210

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198/10

210

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199/2

210

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199/6

375

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199/8

210

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199/10

84

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200/2

36.75

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200/4

560

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200/6

350

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200/10

12.25

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201/2

42

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201/4

21

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201/6

14

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201/8

35

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201/10

35

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202/4

700

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202/8

70

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202/10

210

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203/2

140

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203/6

56

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203/8

350

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204/4

700

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205/2

350

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205/4

700

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205/6

210

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205/8

1400

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205/10

1400

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206/2

1400

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206/4

350

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206/6

350

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206/8

35

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206/10

175

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207/2

52.5

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207/4

140

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207/6

210

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207/8

60

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207/10

45

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208/2

105

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208/6

70

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208/8

1400

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208/10

1400

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5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

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(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm

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194/2

700

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194/4

1400

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194/6

1400

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194/8

1400

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194/10

1400

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195/2

700

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195/4

70

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195/6

1120

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195/8

1400

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195/10

700

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196/2

700

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196/4

600

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196/6

840

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196/8

490

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196/10

840

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197/2

70

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197/4

210

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197/6

175

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197/8

35

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197/10

700

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198/2

175

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198/4

175

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198/6

140

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198/8

210

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198/10

210

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199/2

210

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199/6

375

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199/8

210

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199/10

84

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200/2

36.75

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200/4

560

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200/6

350

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200/10

12.25

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201/2

42

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201/4

21

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201/6

14

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201/8

35

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201/10

35

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202/4

700

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202/8

70

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202/10

210

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203/2

140

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203/6

56

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203/8

350

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204/4

700

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205/2

350

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205/4

700

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205/6

210

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205/8

1400

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205/10

1400

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206/2

1400

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206/4

350

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206/6

350

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206/8

35

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206/10

175

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207/2

52.5

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207/4

140

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207/6

210

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207/8

60

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207/10

45

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208/2

105

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208/6

70

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208/8

1400

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208/10

1400

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5.8 Close Graded Premix Surfacing/ Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)

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II. With mechanical paver finisher

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A With bitumen

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(i) Type A (11.2 mm to 0.09 mm size aggregates)

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194/2

700

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194/4

1400

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194/6

1400

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194/8

1400

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194/10

1400

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195/2

700

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195/4

70

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195/6

1120

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195/8

1400

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195/10

700

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196/2

700

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196/4

600

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196/6

840

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196/8

490

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196/10

840

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197/2

70

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197/4

210

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197/6

175

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197/8

35

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197/10

700

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198/2

175

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198/4

175

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198/6

140

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198/8

210

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198/10

210

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199/2

210

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199/6

375

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199/8

210

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199/10

84

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200/2

36.75

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200/4

560

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-

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200/6

350

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200/10

12.25

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-

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201/2

42

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201/4

21

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201/6

14

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201/8

35

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201/10

35

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202/4

700

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202/8

70

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202/10

210

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203/2

140

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203/6

56

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203/8

350

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204/4

700

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205/2

350

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205/4

700

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205/6

210

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205/8

1400

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205/10

1400

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206/2

1400

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-

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206/4

350

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206/6

350

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206/8

35

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206/10

175

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207/2

52.5

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207/4

140

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207/6

210

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207/8

60

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207/10

45

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208/2

105

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208/6

70

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208/8

1400

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208/10

1400

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5.19# Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.

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B With mechanical paver finisher

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193/6

0.53

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193/8

0.53

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193/10

1.4

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195/4

0.88

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195/6

1.4

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195/8

0.7

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195/10

0.44

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196/2

0.35

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196/4

1.2

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196/6

0.42

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196/8

0.53

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196/10

1.2

-

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197/2

3.5

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197/6

4.55

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197/8

0.35

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197/10

3.15

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198/2

0.2

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198/4

0.1

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198/6

1.4

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199/10

4.2

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200/2

1.84

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200/4

0.35

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200/6

0.35

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200/10

0.61

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201/2

1.05

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201/4

1.05

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201/6

0.7

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201/8

0.53

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201/10

1.75

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202/4

0.26

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202/8

1.4

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203/2

2.45

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203/6

2.8

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203/8

0.7

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204/4

2.28

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205/2

1.23

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205/4

1.75

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205/6

0.18

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206/4

2.28

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206/6

2.45

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206/8

0.53

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206/10

0.35

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207/2

2.63

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207/4

7

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207/8

3

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207/10

2.25

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208/2

2.1

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208/6

1.75

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