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

Description

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BOQ Items

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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-A

600

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6.89

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ROAD-D

600

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6.89

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,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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-

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WBM Gr. -III

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-

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ROAD-A

45

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2208.58

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ROAD-B

3.94

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2293.9

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ROAD-C

9.38

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2334.7

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ROAD-D

45

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2176.32

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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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-

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ROAD-A

11052

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4.62

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ROAD-B

3459

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4.62

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ROAD-C

14295

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4.62

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ROAD-D

13140

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4.62

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Providing,laying,spreading well graded Morum in uniform layer including all cost , conveyance ,Royality,taxes etc all complete as per direction of Engineer-In-charge.

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-

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ROAD-A

388.4

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688.77

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ROAD-B

115.3

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688.77

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ROAD-C

476.5

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688.77

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ROAD-D

458

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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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-

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ROAD-A

306

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195.77

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ROAD-B

216

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195.77

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ROAD-C

257.1

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195.77

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ROAD-D

313.4

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195.77

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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

2210.4

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139.55

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ROAD-B

691.8

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139.53

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ROAD-C

2144.25

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140.3

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ROAD-D

2628

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138.77

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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

600

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29.41

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ROAD-B

52.5

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29.4

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ROAD-C

125

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29.42

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ROAD-D

600

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29.38

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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

11052

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9.7

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ROAD-B

3459

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9.7

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ROAD-C

14295

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9.71

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ROAD-D

13140

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9.7

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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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ROAD-A

290.12

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8837.79

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ROAD-B

90.8

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8825

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ROAD-C

375.25

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8825

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ROAD-D

344.93

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8837.79

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Finishing wall with water proofing cement paint including all cost.

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-

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ROAD-A

87.5

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17.79

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ROAD-B

35

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17.79

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ROAD-C

87.5

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17.79

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ROAD-D

87.5

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17.79

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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 MORD technical Specification Clause 1703 as per direction of the Engineer in charge

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-

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ROAD-A

-

-

-

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b)Ordinary KM stone

5

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1748.53

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d)200MTR STONE

16

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551.34

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e)Guide Post

200

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642.22

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ROAD-B

-

-

-

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b)Ordinary KM stone

3

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1747.27

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d)200MTR STONE

6

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551.1

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e)Guide Post

200

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641.81

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ROAD-C

-

-

-

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b)Ordinary KM stone

5

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1756.99

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c)5th km stone

1

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2965.97

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d)200MTR STONE

20

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552.88

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e)Guide Post

250

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644.52

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ROAD-D

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-

-

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b)Ordinary KM stone

6

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1738.83

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d)200MTR STONE

19

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549.54

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e)Guide Post

200

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639.53



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