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-15-150 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 :

9270

-

1.87

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Road - D :

11295

-

1.87

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Road - E :

6270

-

1.87

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Road - F :

27459

-

1.87

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Road - G :

5160

-

1.87

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Road - H :

8760

-

1.87

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Road - I :

6504

-

1.87

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Road - J :

5910

-

1.87

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Road - K :

11700

-

1.87

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Road - L :

6000

-

1.87

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Providing Flank dressing to proper camber as per the direction of Eng-in-charge.

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-

-

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Road - F :

27459

-

4.62

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Road - G :

5160

-

4.62

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Road - H :

8760

-

4.62

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Road - I :

6504

-

4.62

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Road - J :

5910

-

4.62

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Road - K :

11700

-

4.62

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Road - L :

6000

-

4.62

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Providing Cleaning the existing black topped surface with the removal of foreign materials with broom of soft brushes and finally dusting with old gunny bags and/ or copressed air to receive bituminous as per the direction of Eng-in-charge.

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-

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Road - F :

27459

-

3.54

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Road - G :

5160

-

3.54

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Road - H :

8760

-

3.54

... More
Road - I :

6504

-

3.54

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Road - J :

5910

-

3.54

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Road - K :

11700

-

3.54

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Road - L :

6000

-

3.54

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Providing Conveying from spreading H.G. metal 45 mm size for patch or pot hole repairs and consolidation with H.R.R. or rammers, crusher screening/ gravelling and sand binding, etc. complete inluding cost and conveyance of metal, crusher screening/moorum and sand complete. with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge.

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-

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Road - A :

47.01

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2472.7

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Road - B :

60.11

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2279.36

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Road - C :

77.58

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2300.84

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Road - D :

111.21

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2322.33

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Road - E :

47.36

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2590.85

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Road - F :

17.37

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2333.07

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Road - H :

1.13

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2279.36

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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 :

626.55

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26.73

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Road - B :

800.95

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26.6

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Road - C :

1034

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26.62

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Road - D :

1482.45

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26.63

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Road - E :

631.1

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26.63

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Road - F :

231.55

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26.71

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Road - H :

15

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26.66

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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 :

7560

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9.5

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Road - B :

7500

-

9.45

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Road - C :

9270

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9.46

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Road - D :

11295

-

9.46

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Road - E :

6270

-

9.46

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Road - F :

27459

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9.49

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Road - G :

5160

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9.49

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Road - H :

8760

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9.48

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Road - I :

6504

-

9.45

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Road - J :

5910

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9.47

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Road - K :

11700

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9.41

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Road - L :

6000

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9.46

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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.and as per the direction of Engineer -in –charge.

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-

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Road - A :

198.45

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9132.38

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Road - B :

196.88

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8901

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Road - C :

243.34

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8913.13

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Road - D :

296.5

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9022.2

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Road - E :

164.59

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9292.38

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Road - F :

755.13

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8952.92

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Road - G :

141.9

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8913.95

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Road - H :

240.9

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8880.63

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Road - I :

178.86

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8924.49

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Road - J :

162.53

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8952.92

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Road - K :

321.75

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9237.16

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Road - L :

165

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9090.96

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Earth work in hard soil or gravelly soil with 5 exctra lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

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-

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Road - A :

1134

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256.45

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Road - B :

1125

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256.45

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Road - C :

1390.5

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256.45

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Road - D :

1129.5

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256.45

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Road - E :

783.75

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256.45

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Road - F :

102

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256.45

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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 :

756

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361.02

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Road - B :

750

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361.02

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Road - C :

927

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361.02

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Road - D :

1129.5

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361.02

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Road - E :

470.25

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361.02

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Road - F :

1372.95

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361.02

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Road - G :

258

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361.02

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Road - H :

438

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361.02

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Road - I :

325.2

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361.02

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Road - J :

295.5

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361.02

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Road - K :

585

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361.02

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Road - L :

300

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361.02

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1700 of MORD as per direction of Engineer-in-charge.

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I. Ordinary Kilometer Stone

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-

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Road - A :

4

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2124.26

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Road - B :

4

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2066.68

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Road - C :

5

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2080.76

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Road - D :

6

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2087.39

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Road - E :

4

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2134.28

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Road - F :

11

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2094.36

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Road - G :

3

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2082.02

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Road - H :

5

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2070.84

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Road - I :

4

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2079.93

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Road - J :

4

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2089.11

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Road - K :

6

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2122.66

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Road - L :

4

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2105.79

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II.5th Kilometre Stone

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-

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Road - F :

3

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3455.37

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III. 200 m stone

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-

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Road - A :

12

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614.13

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Road - B :

12

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603.43

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Road - C :

13

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606.17

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Road - D :

18

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607.36

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Road - E :

9

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615.31

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Road - F :

45

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608.62

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Road - G :

7

-

606.39

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Road - H :

12

-

604.3

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Road - I :

9

-

605.9

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Road - J :

9

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607.69

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Road - K :

20

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613.23

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Road - L :

10

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610.36

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Construction of RCC guide posts of 200 mm dia M15 grade cast in situ with 20 mm nominal size aggregate, true on line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1700.

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-

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Road - A :

60

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316.68

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Road - B :

90

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307.39

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Road - C :

105

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309.66

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Road - D :

210

-

310.73

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Road - E :

120

-

318.31

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Road - F :

420

-

311.86

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Road - G :

80

-

309.86

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Road - H :

80

-

308.06

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Road - I :

70

-

309.53

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Road - J :

70

-

311.01

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Road - K :

80

-

316.43

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Road - L :

90

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313.71

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Finishing walls with water proofing cement paint of approved shade on new work two coat to give an even shade with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge.

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-

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Road - A :

216

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33.67

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Road - B :

312

-

33.67

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Road - C :

192

-

33.67

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Road - D :

480

-

33.67

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Road - E :

192

-

33.67

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Road - F :

672

-

33.67

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Road - G :

96

-

33.67

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Road - H :

264

-

33.67

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Road - I :

144

-

33.67

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Road - J :

216

-

33.67

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Road - K :

336

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33.67

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Road - L :

168

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33.67

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Providing Painting 2 coats over a coat of primer with any approved paint with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge.

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-

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Road - A :

37.8

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193.7

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Road - B :

56.7

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193.7

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Road - C :

66.15

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193.7

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Road - D :

132.3

-

193.7

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Road - E :

75.6

-

193.7

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Road - F :

264.6

-

193.7

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Road - G :

50.4

-

193.7

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Road - H :

50.4

-

193.7

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Road - I :

44.1

-

193.7

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Road - J :

44.1

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193.7

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Road - K :

50.4

-

193.7

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Road - L :

56.7

-

193.7



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