Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Eprocure
Opening Date18 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 2,79,13,000 
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 D

1184

8

9768

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Road E

5122

8

42256.5

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Road F

1254.34

8

10348.3

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Road G

842.4

8

6949.8

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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment. Road A

15011.96

5

80313.99

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Road B

10463.06

5

55977.37

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Road C

11823.94

5

63258.08

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Road D

4306.8

5

23041.38

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Road E

18247.12

5

97622.09

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Road F

3615.53

5

19343.09

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Road G

2395.57

5

12816.3

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Flank Dressing to proper camber etc. complete as per direction of Engineer-in-charge Road A

4127

6

27857.25

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Road B

2937

6

19824.75

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Road C

3319

6

22403.25

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Road D

1184

6

7992

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Road E

5122

6

34573.5

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Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12 cum of 12 mm 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 but excluding cost and conveyance of bitumen, metal and chips complete as per specfication and direction of Engineer-in-charge. Road A

464.29

405

188316.02

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Road B

550.69

397

218706.53

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Road C

622.31

397

247150.42

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Road D

133.2

397

52900.38

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Road E

960.38

403

387273.24

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Road F

450.45

405

182747.57

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Road G

289.58

403

116903.45

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Providing and applying tackcoat including cost of emulsion, Labours, T & P etc. Complete as per direction of E.I.C. Road A

11013.75

13

145381.5

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Road B

11013.75

13

145381.5

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Road C

12446.25

13

164290.5

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Road D

4440

13

58608

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Road E

19207.5

13

253539

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Road F

4065.98

13

54687.43

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Road G

2685.15

13

36115.27

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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 to the hot mix to work site laying with a hydrostatic paver finisher with sensor control to required grade level and alignment rolling with smooth wheeled vibratory and tendum roller to acheive the desired compaction asper Clause 508 of MoSRT & H specifications for Road & Bridge works (4th revision) Road A

406.26

10855

4410135.12

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Road B

283.6

10596

3005167.4

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Road C

320.49

10596

3396072.29

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Road D

114.33

10596

1211497.85

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Road E

499.4

10751

5369149.28

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Road F

101.65

11259

1144512.93

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Road G

67.13

11259

755840.17

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Providing 1KM Stone,5th Km stone & 200 m stones on the road as per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer-in-charge. (a) KM Stones Road A

5

3525

17629.75

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Road B

8

3476

27815.2

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Road C

7

3476

24338.3

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Road D

2

3476

6953.8

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Road E

7

3520

24646.65

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(b) 200 M stones Road A

10

871

8712.5

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Road B

15

857

12868.5

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Road C

15

857

12868.5

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Road D

5

857

4289.5

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Road E

25

870

21751.25

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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. (a) 600mm equilateral Triangle Road A

10

2349

23492.5

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Road B

5

2327

11638.75

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Road C

7

2327

16294.25

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Road D

3

2327

6983.25

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Road E

8

2347

18781.2

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Road F

8

2313

18505.6

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Road G

6

2342

14057.1

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(b) 600 mm dia Circular Road A

10

2402

24024

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Road B

10

2380

23809

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Road C

10

2380

23809

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Road D

2

2380

4761.8

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Road E

15

2400

36012

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Road F

5

2366

11831.75

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Road G

4

2396

9584

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Providing and fixing typical informatory sign board .Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded in cement concrete M--15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Road A

1

14678

14678.15

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Road B

1

14635

14635.12

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Road C

1

14635

14635.12

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Road D

1

14635

14635.12

... More
Road E

1

14674

14674.97

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Painting two coats with any approved paint including cost of paints Road A

200

185

37180

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Road B

200

185

37180

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Road C

200

185

37180

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Road D

100

185

18590

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Road E

200

185

37180

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Providing supplying and spreading moorum on road surface to required thickness including cost carriage and royalty of moorum etc complete. Road A

250

1014

253525

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Road B

150

1014

152115

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Road C

180

1014

182538

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Road D

73

1014

74029.3

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Road E

320

1089

348720

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Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & depth. Road A

250

270

67725

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Road B

150

270

40635

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Road C

160

270

43344

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Road D

30

270

8127

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Road E

250

270

67725

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Filling in foundation and plinth with sand well watered and rammed etc. complete Road A

56

1480

82905.2

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Road B

45

1428

64298.25

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Road C

51.2

1428

73157.12

... More
Road D

20

1428

28577

... More
Road E

67.15

1544

103716.53

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Cement Concrete (1:2:4) with 12mm size hard granite chips in foundation & plinth Road A

85.5

8813

753558.52

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Road B

67.5

8647

583702.87

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Road C

76.8

8647

664124.16

... More
Road D

30

8647

259423.5

... More
Road E

100.73

8795

885946.88

... More
Earth work for embankment in hard soil.(by manual means with five extra leads over initial lead & lift) Road F

318.9

520

165891.78

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Road G

210.6

520

109554.12



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