Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Eprocure
Opening Date17 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 2,36,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

View all details for FREE
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Road - (C)

7200

8

59472

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Road - (D)

18000

8

148680

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Road - (E)

18000

8

148680

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Road - (F)

8496

8

70176.96

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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarifyed material with in all lifts and lead upto 1000 metres

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-

-

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Road - (F)

600

6

3600

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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finall dusting with old gunny bags and/or compressed air to receive bituminous treatment etc. Complete as per the directiion of Engineer-in-charge.

-

-

-

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Road - (A)

7433

5

39766.55

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Road - (B)

4239.37

5

22680.63

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Road - (C)

6270

5

33544.5

... More
Road - (D)

12924.75

5

69147.41

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Road - (E)

14850

5

79447.5

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Road - (F)

7631.33

5

40827.62

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Providing Sub-base in layer not exceeding 22.5cm thick and watering and compacting to required density with PRR etc complete.inculding cost conveyance royalty of all materials etc complete. As per specification and direction of the Engineer-in-charge.

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-

-

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Road - (B)

178.5

1165

207968.57

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Road - (C)

264

1165

307583.76

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Road - (D)

544.2

1165

634041.98

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Road - (E)

660

1165

768959.4

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Road - (F)

354

1165

412441.86

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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 satic roller in stages to proper grade and camber, applying and brooming crushable screening in grading 'B' to fill up the interstics of coarse aggregates , watering and compacting to the required density including cost, lead, lift, royalty and taxes of all materials required for the work , all labour & T&P required as per Technical specification clause 405 of MORD by manual means etc. complete and as per the direction by the Engineer-in-charge.

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-

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WBM GR-III

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-

-

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Road - (B)

16.73

4010

67091.48

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Road - (C)

24.75

3987

98697.06

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Road - (D)

51.02

3976

202882.05

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Road - (E)

123.75

3954

489311.21

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Road - (F)

70.31

3807

267731.34

... More
Providing scraping and cleaning the road surface applying tack coat using 3.00 kg of bitumen for 10 sqm and laying 37.5 mm thick built up spray grouting in one layers 37.5 mm thick using 0.45 cum of 25mm to 40mm size H G metal and 12.00 kg penetration grade of bitumen for 10 sqm with 0.12 cum of 12 mm size H G chips as key stone for 10.00 sqm spreading over and laying including heating, pouring, and spreading over and spreading bitumen metal and chips rollong with PRR and all other machineries but excluding cost and conveyance of bitumen, metal, chips complete as per direction of Engineer-In-charge

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-

-

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Road - (A)

891.9

515

459373.1

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Labour for surface dressing with 12 kg. penetration grade of betumen and 0.15 cum of 19 mm nominal size chips per 10 sqm and rolling with PRR including hire and running charges of PRR but excluding cost and conveyance of chips but including cost of labour complete as directed by Engineer-in-charge.

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-

-

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Road - (B)

446.25

106

47387.29

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Road - (C)

660

105

69887.4

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Road - (D)

1360.5

105

143859.27

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Road - (E)

2475

105

260939.25

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Road - (F)

1125

103

116381.25

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 to 1.00 kg/Sqm using mechanical means as per Clause 502 of MOSRT&H Specifications for Road and Bridge works including cost,conveyance and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.

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-

-

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Road - (B)

223.13

35

7945.66

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Road - (C)

330

35

11748

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Road - (D)

680.25

35

24216.9

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Road - (E)

1650

35

58756.5

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Road - (F)

1218.67

35

43421.21

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Providing and applying tack coat with bitumen emulsion on (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bitumonous surface cleaned with hydraulic broom as per Technical Specification Clause 503.

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-

-

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Over Granular base

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-

-

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Road - (B)

223.13

18

4092.2

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Road - (C)

330

18

6048.9

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Road - (D)

680.25

18

12468.98

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Road - (E)

1650

18

30261

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Road - (F)

1218.67

18

22362.59

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Over BT Surface

-

-

-

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Road - (A)

7655.48

13

100746.12

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Road - (B)

4239.37

13

55238.99

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Road - (C)

6270

13

81698.1

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Road - (D)

12924.75

13

168409.49

... More
Road - (E)

14850

13

193495.5

... More
Road - (F)

7631.33

13

99512.54

... More
Providing and laying semi dense bituminous concrete with 100-120 TPH 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 complete as directed by the Engineer-in-charge.

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-

-

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Road - (A)

191.38

10057

1924714.4

... More
Road - (B)

112.57

10456

1177094.96

... More
Road - (C)

167.51

10398

1741774.01

... More
Road - (D)

341.82

10276

3512576.5

... More
Road - (E)

415.54

10361

4305592.78

... More
Road - (F)

224.7

10321

2319268.01

... More
Construction of embankment with approved material cbtained from borrow pit with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & as per the direction of the Engineer-in-charge.

-

-

-

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Road - (B)

158.5

203

32281.7

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Road - (C)

131

203

26680.77

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Road - (D)

196.88

203

40098.55

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Road - (E)

198

203

40326.66

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Road - (F)

144.5

203

29430.32

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Providing and laying moorum on the road berms with ordinary compaction including cost,conveyance, of all materials & labour charges etc complete for finished item of work as per direction of the Engineer -in-charge.

-

-

-

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Road - (A)

252.45

1041

263022.61

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Providing & Laying concrete(1:1.5:3) mix with 12mm C.B.Chips nominal size stone aggregate in foundation upto a depth of 1.50m below &above G.L.including cost carriage royaltyetc.compelete as per directionof the Engineer-in-charge.

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-

-

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Road - (B)

4.5

9628

43326.81

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Road - (C)

18.53

9589

177689.91

... More
Road - (E)

21.38

9574

204703.45

... More
Earth work in excavation in all kind of soil with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour T&P and dewatering if required for the work etc. complete as per the specification and direction of the Engineer-in-charge.

-

-

-

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Road - (B)

60

270

16254

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Road - (D)

47.25

270

12800.03

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Providing Filling Foundation & plinth with approved quality sand in layers not exceeding 150mm thick well watered and rammed with cost, conveyance, royalities, taxes for finished item complete in all respect as per the direction of Engineer-in- charge. .

-

-

-

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Road - (B)

9

998

8983.62

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Road - (D)

7.88

945

7451.17

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Providing & Laying C.C (1:3:6) using 4 cm size B.H.G.Metal of approved quality including hoisting, lowering, laying, watering & curing,dewatetring, shoring, shuttering if necessary with cost, conveyance, royalty & taxes of all other materials etc. complete as per the direction of Engineer-In-charge.

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-

-

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In Foundation

-

-

-

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Road - (B)

9

7075

63682.11

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Road - (D)

7.88

7018

55303.97

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In Sub structure

-

-

-

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Road - (B)

55.25

7183

396863.51

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Road - (D)

48.75

7125

347369.59

... More
Providing weep holes in brick/stone masonry, palin / reiforced concrete abutment, wing walls, return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towrds drawing force including cost of material, labour, royalty, T&P etc. complete as per direction of Engineer-in-charge.

-

-

-

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Road - (B)

50

111

5554

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Road - (D)

50

110

5548.5

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Maintenance of 200metre,km stone by way of refitting of tilted stones,repairing with cement mortar,cleaning,repairing and lettering on 200km,Km stone and 5th km stone as per technical specifications Clause 1912 of MoRD etc. complete as per direction of Engineer in Charge.

-

-

-

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Road - (B)

2

1025

2050.56

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Road - (C)

2

1025

2050.56

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Road - (D)

5

1025

5126.4

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Road - (E)

5

1025

5126.4

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Road - (F)

2.36

1025

2419.66

... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MoRD etc. complete as per the direction of Engineer -incharge.

-

-

-

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Road - (B)

2

1538

3076.64

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Road - (C)

2

1538

3076.64

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Road - (D)

5

1538

7691.6

... More
Road - (E)

5

1538

7691.6

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Road - (F)

2.36

1538

3630.44

... More
White washing Two coats with shell lime including cost of all materials and labour T&P articles required for the work etc. complete as per specification and direction of the Engineer-in-charge.

-

-

-

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Road - (B)

155

36

5604.8

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Road - (C)

155

36

5604.8

... More
Road - (D)

310

36

11209.6

... More
Road - (E)

320

36

11571.2

... More
Road - (F)

215

36

7774.4

... More
Maintenance of hume pipe culvert by way of clearing ,cleaning ,erosion repair to cracks parapet wall and protection work as per drawing and technical specification clause 1908 of MoRD and as per the direction of the Engineer-in-charge

-

-

-

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Road - (B)

5

1713

8566.05

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Road - (C)

6

1713

10279.26

... More
Road - (D)

9

1713

15418.89

... More
Road - (E)

8

1713

13705.68

... More
Road - (F)

5

1713

8566.05

... More
Reinforced cement concrete M15 grade Kilomitre stone of Standard design & fixing in position including painting, lettering in accordance with the specifications etc. complete as directed by the Engineer -in- charge.

-

-

-

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a) Fixing of KM stone (precast)

-

-

-

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Road - (A)

2

2995

5991.34

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b) Fixing of 200m stone (precast)

-

-

-

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Road - (A)

6

817

4907.58

... More
Providing and errecting direction and place indication retro - reflectorised sign as per IRC 67 made of high intensity grade sheeting vide clause 801.30,fixed over aluminium sheeting ,2 mm thick with area exceeding 0.90 sqm supported on a mild steel angle iron post 75 mmx 75 mmx6mm, 2nos firmly fixed to the ground by means of properly designfoundation with M.S.grade concrete 45cm x45cm x 60 cm,60cm below ground levelas per direction of E.I.C.

-

-

-

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Road - (B)

6

2645

15872.4

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Road - (C)

10

2641

26410.6

... More
Road - (D)

24

2638

63324.72

... More
Road - (E)

14

2639

36947.82

... More
Road - (F)

16

2623

41982.4

... More
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 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 as per direction of the Engineer-in-charge

-

-

-

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800x600 mm Rectangular

-

-

-

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Road - (A)

2

6549

13099.1

... More
600 MM Circular

-

-

-

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Road - (A)

2

4879

9759.94

... More
600 MM Triangular

-

-

-

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Road - (A)

6

3847

23084.34

... More
Providing & fixing guard stones of M-15 grade guard /boundary stone /local stone of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 of MoRD etc. complete as directed by the Engineer -in- charge.

-

-

-

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Road - (A)

80

1046

83680



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