Works Department Tender

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Works Department - PMGSY Tender

Machinery and Tools
Eprocure
Opening Date16 Apr 2021
Closing Date30 Apr 2021
Tender AmountRefer Documents 
Notes
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Costs

Summary

Periodical Maintenance The Pmgsy Pkg No.or-24-83 And Other Packages

Description

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BOQ Items

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DO_NOT_SHOW

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-

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Road-C

1500

-

3.81

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Road-D

750

-

3.81

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Road-E

1875

-

3.81

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Road-F

1875

-

3.81

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Reworking the scarified bituminus surface suitably after supplementing the base materials with sand and compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision)

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-

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Road-D

750

-

6.84

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Road-E

1875

-

6.84

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WBM Gr-III with Crushable Scrining By Manual Means:Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .

-

-

-

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Road-B

90

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1980.21

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Road-D

56.25

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1889.99

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Road-E

56.25

-

1864.22

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Road-F

26.72

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1889.99

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Flank dressing to proper camber including all cost etc. all complete. as per direction of Engineer-In-charge.

-

-

-

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Road-A

10458

-

4.62

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Road-B

1500

-

4.62

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Road-C

4800

-

4.62

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Road-D

10698.75

-

4.62

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Road-E

5452.5

-

4.62

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Road-F

7125

-

4.62

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Providing,laying,spreading well graded Moorum and consolidation with HRR including watering and all cost , conveyance ,Royality,taxes etc all complete as per direction of Engineer-In-charge.

-

-

-

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Road-A

150

-

688.77

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Road-B

82.5

-

688.77

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Road-C

240

-

688.77

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Road-D

324

-

688.77

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Road-E

327.15

-

688.77

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Road-F

285

-

688.77

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Earth work in Hard Soil/Gravelly soil within 50m intial lead and 1.5m intial lift including all cost etc all complete breaking clods etc all complete as per direction of Engineer-In-charge.

-

-

-

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Road-A

166.95

-

191.53

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Road-B

113.63

-

191.53

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Road-D

219

-

191.53

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Road-E

655.65

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191.53

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Road-F

150

-

191.53

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Providing,laying and rolling of opengraded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smmoth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 511 of MoSRT&H Specifications for Road & Bridge Works(4th Revision)

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-

-

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Road-A

2190

-

165.54

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Road-C

1500

-

163.87

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Road-D

3450

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164.01

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Road-E

1875

-

163.52

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Road-F

1875

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163.82

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Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)

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-

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Road-A

2190

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29.53

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Road-B

1200

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29.5

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Road-C

1500

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29.41

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Road-D

750

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29.47

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Road-E

1125

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29.46

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Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

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-

-

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Road-A

10458

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9.74

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Road-B

1200

-

9.74

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Road-C

4800

-

9.71

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Road-D

10698.75

-

9.73

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Road-E

5452.5

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9.72

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Road-F

7125

-

9.73

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Providing,laying and rolling of semi dense bituminous concrete with batch type hot mix plant using crushed agreegate of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hotmix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled vibratory and tandom rollers to achive the desired compaction as per clause 508 of MoSRT&H Specifications for Road & Bridge Works(4th Revision).

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-

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Road-A

274.52

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8838.24

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Road-B

41.25

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8629.78

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Road-C

120

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8774.36

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Road-D

280.84

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8702.59

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Road-E

143.13

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8642.99

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Road-F

187.03

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8440.89

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Finishing wall with water proofing cement paint including all cost etc complete as per direction of the EIC.

-

-

-

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Road-A

105

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18.82

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Road-B

17.5

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18.82

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Road-C

35

-

18.82

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Road-D

140

-

18.82

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Road-E

43.75

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18.82

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Road-F

78.75

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18.82

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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification

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-

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Road-A

-

-

-

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b) Ordinary KM stone

4

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1720.59

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c) 5th km Stone

1

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3095.1

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c) 200 Mtr Stone

18

-

581.23

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d) Guide Post

194

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582.74

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Road-B

-

-

-

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b)Ordinary KM stone

1

-

1695.93

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c)5th km Stone

1

-

3056.7

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d)200MTR STONE

4

-

576.6

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e)Guide Post

100

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579.24

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Road-C

-

-

-

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b)Ordinary KM stone

2

-

1718.1

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c)5th km Stone

1

-

3091.34

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d)200MTR STONE

6

-

580.93

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e)Guide Post

40

-

587.29

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Road-D

-

-

-

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b)Ordinary KM stone

3

-

1701.28

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c)5th km Stone

1

-

3064.99

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d)200MTR STONE

14

-

577.49

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e)Guide Post

155

-

582.64

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Road-E

-

-

-

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b)Ordinary KM stone

3

-

1696.62

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c)5th km Stone

1

-

3057.7

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d) 200MTR STONE

12

-

576.61

... More
e)Guide Post

232

-

576.86

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Road-F

-

-

-

... More
b)Ordinary KM stone

3

-

1701.28

... More
c)5th km Stone

1

-

3064.99

... More
d)200MTR STONE

11

-

577.49

... More
e)Guide Post

160

-

577.98



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