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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DO_NOT_SHOW

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ROAD (C)

5625

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4.62

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ROAD (D)

1912.5

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4.62

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Clearing shrub jungles uprooting stumps and small bushes and trees below 1M girth on premeasurments.

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ROAD (A)

15120

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1.13

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ROAD (B)

18928

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1.13

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ROAD (C)

7800

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1.13

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ROAD (D)

3060

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1.13

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only

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ROAD (A)

919

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153.63

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ROAD (B)

1280.95

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153.63

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ROAD (C)

1004.5

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153.63

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ROAD (D)

342

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153.63

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Labour for spreaing moorum etc. complete including cost of all labours T & P materials required for work as per specification and direction of Engineer-in- Charge but including moorum cost and conveyance of moorum (Data for 1.00 cum.)

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-

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ROAD (A)

1012.5

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501.58

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ROAD (B)

956.25

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501.58

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ROAD (C)

562.5

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501.58

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ROAD (D)

191.25

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501.58

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Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows 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 screening/binding materials of moorum or gravel 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 royality, Cess & 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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ROAD (A)

109.35

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1882.8

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ROAD (B)

257.4

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2001.1

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ROAD (C)

60.75

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1958.09

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ROAD (D)

22.95

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1850.54

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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)

16200

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13.03

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ROAD (B)

21840

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13.03

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ROAD (C)

9000

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13.03

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ROAD (D)

3060

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13.03

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Providing & 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MOSRT&H Specification for Road & Bridge works (4th Revision)(A/R-2006 page-175 item No-47).

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ROAD (A)

473.85

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9500.8

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ROAD (B)

638.82

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9424.2

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ROAD (C)

258.75

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9343.4

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ROAD (D)

87.21

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9141.4

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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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ROAD (A)

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a)Ordinary KM stone

5

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1655.07

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b) 200 mtr stone

20

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402.61

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c)Guard stone

110

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402.61

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ROAD (B)

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-

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a)Ordinary KM stone

7

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1655.05

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b) 200 mtr stone

28

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402.59

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c)Guard stone

206

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402.59

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ROAD (C)

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-

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a)Ordinary KM stone

3

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1655.05

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b) 200 mtr stone

12

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402.59

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c)Guard stone

77

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402.59

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ROAD (D)

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-

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a)Ordinary KM stone

2

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1655.05

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b) 200 mtr stone

8

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402.59

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c)Guard stone

65

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402.59



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