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
Download

Costs

Summary

Periodical Maintenance The Pmgsy Pkg No.or-15-adb-85 And Other Packages

Description

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Contact

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BOQ Items

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DO_NOT_SHOW

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Road -C

12140

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1.87

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Road -D

12472

-

1.87

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Road -E

5160

-

1.87

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Road -F

14040

-

1.87

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Road -G

10408

-

1.87

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Road -H

10760

-

1.87

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Road -I

12656

-

1.87

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Road -J

7920

-

1.87

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Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge.

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-

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Road -A

36

-

3.54

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Road -B

9

-

3.54

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Road -C

150

-

3.54

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Road -D

30

-

3.54

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Road -E

3

-

3.54

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Road -F

150

-

3.54

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Road -G

150

-

3.54

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Road -H

180

-

3.54

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Road -I

900

-

3.54

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Road -J

150

-

3.54

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Providing laying spreading moorum sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR etc complete including cost, carriage, royalty etc. complete.and as per the direction of Engineer -in –charge.

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-

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Road -A

221.85

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609.29

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Road -B

489.6

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609.29

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Road -C

928.71

-

609.29

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Road -D

715.58

-

609.29

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Road -E

394.74

-

609.29

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Road -F

1074.06

-

609.29

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Road -G

398.11

-

609.29

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Road -H

411.57

-

609.29

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Road -I

968.18

-

609.29

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Road -J

605.88

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609.29

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Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of crusher dust as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.

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-

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WBM-G-III

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-

-

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Road -A

8.17

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2194.61

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Road -B

14.93

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1990.89

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Road -C

12.36

-

1922.99

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Road -D

11.17

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1990.89

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Road -E

0.9

-

2262.51

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Road -F

12.36

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2262.51

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Road -G

12.21

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2085.96

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Road -H

14.91

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2085.96

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Road -I

68.34

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2194.61

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Road -J

12.09

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2194.61

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.

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-

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Road -A

108.88

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26.51

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Road -B

199.01

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26.47

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Road -C

164.85

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26.51

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Road -D

148.92

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26.47

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Road -E

11.95

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26.51

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Road -F

164.85

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26.51

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Road -G

162.79

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26.51

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Road -H

198.75

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26.51

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Road -I

911.13

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26.51

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Road -J

161.13

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26.51

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Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.

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-

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Road -A

4131

-

9.34

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Road -B

7956

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9.33

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Road -C

8537.4

-

9.34

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Road -D

8167.14

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9.33

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Road -E

2754

-

9.34

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Road -F

9853.2

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9.34

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Road -G

7741.8

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9.34

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Road -H

5967

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9.34

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Road -I

8491.5

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9.34

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Road -J

5477.4

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9.34

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Providing and laying semi dense bituminous concrete with 40-60 more TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix 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 tandem rollers to achieve the desired compaction as per 4 th revision of MoRTH specification. clause No. 508 complete.

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Road -A

111.38

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8085.82

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Road -B

214.5

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7792.55

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Road -C

230.18

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7698.06

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Road -D

220.2

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7792.55

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Road -E

72.9

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8182.77

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Road -F

265.65

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8182.77

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Road -G

208.73

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7930.71

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Road -H

160.88

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7930.71

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Road -I

228.94

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8085.82

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Road -J

147.68

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8085.82

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Providing two coats of weather coat with any approved shade of weather coat over a coat of primer coat including cost of weather coat and primer coat complete.

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-

-

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Road -A

114.52

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150.45

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Road -B

206.34

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150.45

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Road -C

142.4

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150.45

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Road -D

220.28

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150.45

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Road -E

72.7

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150.45

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Road -F

204.9

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150.45

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Road -G

142.4

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150.45

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Road -H

156.34

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150.45

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Road -I

142.4

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150.45

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Road -J

142.4

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150.45

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Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.

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-

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i) 5th Kilometer stone

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-

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iI) Ordinary Kilometer stone

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-

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Road -A

2

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1681.46

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Road -B

4

-

1656.61

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Road -C

3

-

1664.7

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Road -D

4

-

1656.61

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Road -E

2

-

1690.02

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Road -F

4

-

1690.02

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Road -G

4

-

1668.67

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Road -H

3

-

1668.67

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Road -I

3

-

1681.46

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Road -J

3

-

1681.46

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iii) 200 mm stone

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-

-

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Road -A

6

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521.32

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Road -B

10

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517.11

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Road -C

10

-

514.94

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Road -D

10

-

517.11

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Road -E

6

-

522.93

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Road -F

19

-

522.93

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Road -G

10

-

519.17

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Road -H

10

-

519.17

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Road -I

10

-

521.32

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Road -J

10

-

521.32

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200 mm dia RCC guard post.

-

-

-

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Road -A

120

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580.27

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Road -B

180

-

550.12

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Road -C

150

-

539.62

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Road -D

200

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550.12

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Road -E

50

-

590.48

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Road -F

200

-

590.48

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Road -G

150

-

564.24

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Road -H

150

-

564.24

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Road -I

150

-

580.27

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Road -J

150

-

580.27



Evaluation Notes How It Works ?

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