Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Eprocure
Opening Date26 Apr 2021
Closing Date3 May 2021
Tender Amount₹ 2,02,17,000 
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

138.6

-

1.87

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ROAD D

19800

-

1.87

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ROAD E

10080

-

1.87

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ROAD F

18480

-

1.87

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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 and camber, applying and brooming, crushable screening(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge. WBM Grade -III

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-

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ROAD A

20.9

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1880.37

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ROAD B

13.14

-

2052.44

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ROAD C

27.38

-

2052.44

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ROAD D

190.83

-

1987.91

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ROAD E

13.75

-

2030.93

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ROAD F

39.47

-

1987.91

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.

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-

-

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ROAD A

278.5

-

38.22

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ROAD B

175.2

-

38.4

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ROAD C

355.08

-

38.08

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ROAD D

2544.45

-

38.09

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ROAD E

183.4

-

38.07

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ROAD F

507.76

-

38.21

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.

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-

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ROAD A

8062.5

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9.66

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ROAD B

8062.5

-

9.71

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ROAD C

11812

-

9.63

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ROAD D

16875

-

9.63

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ROAD E

9450

-

9.63

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ROAD F

15750

-

9.66

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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid onprepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Clause 510 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

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-

-

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ROAD A

278.5

-

73.9

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ROAD B

175.2

-

75.54

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ROAD C

355.08

-

75.3

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ROAD D

2544.45

-

74.72

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ROAD E

183.4

-

75.1

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ROAD F

507.76

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74.78

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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)

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-

-

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ROAD A

202.76

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8869.61

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ROAD B

202.56

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9061.55

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ROAD C

297.11

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8844.01

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ROAD D

423.38

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8805.62

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ROAD E

237.45

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8831.22

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ROAD F

395.55

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8856.81

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Reinforced cement concrete (1:2:4) 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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Ordinary KM Stone

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-

-

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ROAD A

3

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2147.38

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ROAD B

3

-

2221.26

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ROAD C

5

-

2176.72

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ROAD D

6

-

2153.98

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ROAD E

4

-

2168.79

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ROAD F

6

-

2163.13

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200 MTR Stone

-

-

-

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ROAD A

8

-

594.92

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ROAD B

10

-

608.49

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ROAD C

12

-

600.07

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ROAD D

18

-

595.94

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ROAD E

10

-

598.65

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ROAD F

32

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597.69

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Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)

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-

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ROAD A

4

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2376.73

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ROAD B

4

-

2411.07

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ROAD C

6

-

2390.5

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ROAD D

8

-

2379.9

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ROAD E

6

-

2386.79

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ROAD F

8

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2384.12

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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.(600 mm square)

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-

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ROAD A

2

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1739.66

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ROAD B

2

-

1774

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ROAD C

2

-

1753.43

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ROAD D

2

-

1742.84

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ROAD E

2

-

1749.72

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ROAD F

2

-

1747.05

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Reinforced cement concrete M15 grade boundary pillers standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1700 of MORD as per direction of Engineer in charge.

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-

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ROAD A

10

-

411.48

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ROAD B

40

-

417.84

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ROAD C

52

-

413.83

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ROAD D

31

-

411.91

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ROAD E

33

-

413.17

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ROAD F

62

-

412.75

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Providing two coat weather coat paint over a coat of wall primer including cost of all materials etc. complete.

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-

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ROAD A

84

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210.12

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ROAD B

63

-

210.12

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ROAD C

126

-

210.12

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ROAD D

168

-

210.12

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ROAD E

126

-

210.12

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ROAD F

210

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210.12

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Construction of embankment with approved material obtained from borrow pits with all lifts and lead,transporting to site by mechanical means within a lead of 5 km,spreading,grading to required slope and compacting to meet requirements.

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-

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ROAD A

344

-

126.04

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ROAD B

258

-

126.04

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ROAD C

567

-

126.04

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ROAD D

720

-

126.04

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ROAD E

504

-

126.04

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ROAD F

756

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126.04

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Earthwork in excavation in hard soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

-

-

-

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ROAD A

48

-

184.6

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ROAD B

139.5

-

184.6

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ROAD C

66

-

184.6

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ROAD E

18

-

184.6

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ROAD F

18

-

184.6

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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

72

-

346.81

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ROAD B

13.95

-

489.02

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ROAD C

9.9

-

329.04

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ROAD E

2.7

-

311.26

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ROAD F

2.7

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311.26

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Cement Concrete (1:3:6) with 4cm size down graded broken hard granite metal of approved quality from approved quarry including hoisting, not 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, providing grooves & beads where necessary complete in all respects as per specification & direction of the Engineer-in-charge.

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-

-

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ROAD A

54

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4065.31

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ROAD B

132.99

-

4327.2

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ROAD C

74.25

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4185.69

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ROAD E

20.25

-

4156.28

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ROAD F

20.25

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4129.77

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Road marking with hot Applied thermoplastic compound with Reflectorising Glass beads on bituminous surface providing and applying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per Sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35.The finished surface to be leveled,uniform and free from streakers and holes.

-

-

-

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ROAD E

504

-

389.05

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ROAD F

840

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389.05



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