Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Opening Date12 Oct 2018
Closing Date31 Oct 2018
Tender Amount₹ 1,53,81,699 
This is an estimated amount, exact amount may vary.
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Description

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BOQ Items

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DO_NOT_SHOW

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Road C

18000

24480

1.36

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Providing 75mm. compacted thickness WBM using following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable beams for pre-measurement of metal of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks, filling the interstices spreading the same over the metalled surface in required quantities watering, including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles required for the work etc. complete as per specification & direction of the Engineer-in-Charge (measurement will not be taken for quantity of filter materials, compacted thickness to be measured as 75mm. thick)

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Road A (Grade-II)

46.65

82006

1757.9

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Road A (Grade-III)

8.64

16229

1878.4

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Road B

179.55

340193

1894.7

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Road C (Grade-II)

59.54

111708

1876.2

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Road C (Grade-III)

63.74

127269

1996.7

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Cleaning the existing black topped surface including removal of foreign materials and other materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

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Road A

29625

79987

2.7

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Road C

22500

60750

2.7

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Providing and applying primer coat with bitumen emulsion (SS-) on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

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-

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Road B

2394

68229

28.5

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Road C

849.86

24221

28.5

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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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-

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Road A

29625

391050

13.2

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Road B

14700

180810

12.3

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Road C

22500

297000

13.2

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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

740.63

5300540

7156.8

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Road B

385.88

2820937

7310.4

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Road C

562.5

4115677

7316.76

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Earth work in all kinds of soil in embankments/ shoulder/ sub grade and roads with all leads and lifts including rough dressing and breaking clods max 5 cm to 7 cm & laying in layers each layer not exceeding 23 cm in depth up to required level including removals of roots shrubs bushes and all foreign debris from the earth, compaction with PRR including hire and running charges of PRR as per direction of Engineer-in-Charge.

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Road A

479.57

65662

136.92

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Road B

2926.45

400689

136.92

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Road D

253.35

34688

136.92

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Providing granular sub-base using good literate moorum of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge .

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Road A

84.38

39225

464.9

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Road B

490

275576

562.4

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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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-

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Road A

1

445

445

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Road C

1

445

445

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Ordinary Km Stone

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-

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Road A

6

1881

313.6

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Road B

5

1568

313.6

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Road C

5

1568

313.6

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200 m Stone

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-

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Road A

35

8130

232.3

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Road B

20

4646

232.3

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Road C

24

5575

232.3

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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 300,800,1700 as per direction of the Engineer in charge.

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Road A (900 mm equilateral triangle)

4

7412

1853.2

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Road B (600 mm equilateral triangle)

8

11290

1411.34

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Road C (900 mm equilateral triangle)

4

7536

1884.1

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Maintenace of road signs by way of cleaning and repainting of mandatory / requlatory / cutionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910. as per direction of the Engineer-in-charge.

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Road B

5.18

4850

936.3

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Earth work in excavation for foundation of structures in all kinds of soil upto 3.0m.depth as per drawing and technical specification clause 1104 & 305 of MORD specification for Rural roads including setting out, construction of shoring & bracing, removal of stumps and other deleterious material & disposal up to a lead of 50mtr, dressing of sides and bottom and back filling with excavated suitable materials as per direction of Engineer-in charge

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Road A

225

30240

134.4

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Filling in foundation trenches with sand as per drawing and of MORD specification for Rural roads technical specification clause 1108 & 305.3.9 and as per direction of Engineer in charge

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-

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Road A

168.75

72866

431.8

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Cement Concrete (1:3:6) in foundation with 4cm. broken hard granite metal of approved quality from approved quarry including hoisting, exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in-charge., providing grooves & beads where necessary complete in all respects.

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Road C

15

61102

4073.5

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Construction of Unreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm & using Plasticizer as approved, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant on the joint as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per Clause 1501 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.

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Road A

106.88

534920

5005.1

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Road C

35.63

188153

5281.5



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