Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Eprocure
Opening Date11 Feb 2021
Closing Date17 Feb 2021
Tender Amount₹ 1,49,88,006 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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)

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Road A

26220.5

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7.95

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Road B

26220.5

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7.94

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Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37,5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries butexcluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge

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Road A

1226.96

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261.88

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Road B

1501.19

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257.82

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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) (Grading-II)

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Road A

655.51

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8248.2

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Road B

655.51

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8177.82

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Earth work in ordinary soil & hard soil in embankment and road shoulder by mechanical means with maximum laboratory dry density not less than 1.52gms/ 1.65gms per cum in road embankment work and complete in all respect as per specfication measured on seciton measurement after compaction under OMC condition including cost of controlled compaction with PRR, watering up to OMC and confirming to approved specification including hire and running charges of PRR.and as per direction of the Engineer-in-charge

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-

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Road A

3145.5

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153.83

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Road B

3145.5

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153.83

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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 wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge. (WBM-III)

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Road A

258.99

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2463.19

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Road B

258.99

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2367.03

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Reinforced cement concrete M15 grade km stone / local stone of standard design including painting & printing etc. as per direction of Engineer-in-Charge.

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5th Km Stone

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Road A

2

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3160.18

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Road B

2

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3101.71

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Ordinary Km Stone

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-

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Road A

7

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1903.61

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Road B

7

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1863.38

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200 m Stone

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-

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Road A

24

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533.26

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Road B

24

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526.21

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Providing & fixing RCC M-15 grade boundary pillars / local stone of standard design as per IRC-25 fixed position including finishing & lettering as per drawing and Technical Specifications MORD clause 1704 of MoRD as per direction of Engineer-in-Charge.

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Road A

600

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378.17

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Road B

825

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374.97

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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.

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900 mm Equileteral Triangle

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-

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Road A

8

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2271.8

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Road B

12

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2249.89

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600 mm Equileteral Triangle

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-

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Road A

9

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1635.05

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Road B

8

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1613.8

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16mm th Cement plaster in C.M (1:6) finished smooth including watering curing and scaffolding with cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

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Road A

204.6

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218.1

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Road B

204.6

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218.1

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Finishing walls with water proofing cement paint (Weather coat) of approved shade two coats, to give an even shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.

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Road A

23.32

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209

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Road B

23.32

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206



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