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-15-144 And Other Packages

Description

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BOQ Items

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DO_NOT_SHOW

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Road -C

9512

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5.64

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Road -D

11156

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5.64

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Road -E

12712

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5.64

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Road -F

13200

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5.64

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

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-

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Road -A

8703

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4.62

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Road -B

8010

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4.62

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Road -C

7134

-

4.62

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Road -D

8367

-

4.62

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Road -E

9534

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4.62

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Road -F

9900

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4.62

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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 -A

8703

-

3.64

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Road -B

8010

-

3.64

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Road -C

7134

-

3.64

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Road -D

8367

-

3.64

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Road -E

9534

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3.64

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Road -F

9900

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3.64

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Conveying from spreading H.G metal 45mm size for patch or pot hole repairs and consolidation with H.R.R or rammers,crusher screening/gravelling and sand etc as per the direction of Engineer-in-charge.

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-

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Road -A

12.08

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2429.17

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Road -B

12.02

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2418.41

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Road -C

11.16

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2386.15

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Road -D

10.88

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2396.91

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Road -E

15.04

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2429.17

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Road -F

17.35

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2407.66

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Providing and applying Primer coat with bitumen emultion on prepaired surface of granular Sub-base including clearing of road surface & sparying primerat the rate of 06 kg/sqm using mechanical means as per clause 502 of MOSRTH Specification for road and bridge works (4th revision) as per the direction of Engineer-in-charge.

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-

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Road -A

161.1

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26.88

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Road -B

160.25

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26.88

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Road -C

148.8

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26.88

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Road -D

145.1

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26.88

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Road -E

200.52

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26.88

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Road -F

231.3

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26.88

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per the direction of Engineer-in-charge.

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-

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Road -A

8703

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9.5

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Road -B

8010

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9.5

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Road -C

7134

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9.5

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Road -D

8367

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9.5

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Road -E

9534

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9.5

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Road -F

9900

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9.5

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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per the direction of Engineer-in-charge.

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Road -A

239.34

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9872.56

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Road -B

220.28

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9859.57

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Road -C

196.19

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9820.6

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Road -D

230.1

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9833.59

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Road -E

262.19

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9872.56

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Road -F

272.25

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9846.58

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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

435.15

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361.02

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Road -B

400.5

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361.02

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Road -C

356.7

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361.02

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Road -D

418.35

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361.02

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Road -E

476.7

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361.02

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Road -F

495

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361.02

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Construction of R.C.C guard post of 200mm dia M-15 grade cast -in -situ with 20mm nominal size aggregate ,true on line and grade, tolorance of vertical R.C.C post not to exceed 1:500 as per drawing and technical specification clause 1700 as per the direction of Engineer-in-charge.

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-

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Road -A

160

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274.1

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Road -B

130

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273.64

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Road -C

140

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272.25

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Road -D

190

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272.72

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Road -E

165

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274.1

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Road -F

170

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273.18

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R.C.C M-15 grade Km stone /local stone of standard design as per IRC -8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 as per the direction of Engineer-in-charge.

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-

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(A) Ordinary Km stone(1:2:4:)

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-

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Road -A

5

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947.33

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Road -B

5

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946.86

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Road -C

5

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945.45

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Road -D

5

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945.92

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Road -E

5

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947.33

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Road -F

5

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946.39

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b) 200MT Stone

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-

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Road -A

20

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493.67

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Road -B

20

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493.23

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Road -C

20

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491.91

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Road -D

20

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492.35

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Road -E

20

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493.67

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Road -F

20

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492.79

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Wall painting 2 coat with weather coat paint over a primer of approved shade on old work to give an even shade inculding cost of paint. Per 1 Sqm.Data for 10 Sqm.

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-

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Road -A

54.6

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30.91

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Road -B

25.2

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30.91

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Road -C

50.4

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30.91

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Road -D

42

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30.91

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Road -E

50.4

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30.91

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Road -F

54.6

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30.91



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