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₹ 87,36,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Flank dressing to proper camber etc. complete as per direction of the Engineer in Charge.

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-

-

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Road-A

4500

6

30510

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Road-B

900

6

6102

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Earth work in hard soil with initial leads 50 m and lift 1.50 m including rough dressing and levelling breaking clods and laying in layers not exceeding 0.30 m depth with all cost ,conveyance , royalities and taxes etc. complete as directed by the Engineering- in - charge.

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-

-

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Road-A

552

236

130487.28

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Road-B

261

236

61697.79

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Cleaning exsting granular surface including removal of foreign materials with wire brushes and smal picks, sweeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc. complete as per direction of the Engineer in Charge.

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-

-

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Road-A

2192.26

22

48865.48

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Road-B

477.42

22

10641.69

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Clearing the existing black topped surface with removal of forein materials with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminious treatment etc. complete as per direction of the Engineer in Charge.

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-

-

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Road-A

13208.99

5

70668.1

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Road-B

2402.58

5

12853.8

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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

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-

-

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Road-A

158.48

2771

439301.81

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Road-B

47.75

2851

136173.93

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Labour for applying primmer coat with Bitumen Emulsion ( SS-1 ) with all cost conveyance ,labour T&P 4.0kg of bitumen per 10sqm etc. complete as per direction of the Engineer in Charge.

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-

-

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Road-A

2192.26

34

74624.53

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Road-B

477.42

34

16299.12

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Labour for applying Tack coat using Emulsion including cost of Emulsion Labour etc complete as per direction of the Engineer in Charge.

-

-

-

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Road-A

15401.25

13

206684.78

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Road-B

2880

13

38764.8

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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specific size on a layer of bituminious binder of 60/70 penetration grade of bitumen laid on prepared and rolling with 8-10 tonne smooth wheeled steel roller as per clause 501 of MORTH & H Specification for road and bridges work etc. complete as per direction of the Engineering in charge.

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-

-

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Road-A

2192.26

110

242222.81

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Road-B

477.42

111

53189.36

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Providing and laying semi dense bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading , premixed with bitumininious 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 allignment , rolling with smooth wheeled , vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT & H Specificaion for road and bridge works ( 4rth Revision ) etc. complete as per specification and direction of the Engineering in charge.

-

-

-

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Road-A

385.03

10965

4221907.85

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Road-B

72

10977

790374.96

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Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge .

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-

-

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Road-A

1232.1

729

898792.31

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Road-B

230.4

729

168072.19

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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc., as per MORD technical specifications Clause 1915.

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-

-

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Road-A

17.26

29

502.27

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Road-B

17.26

29

502.27

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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.

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-

-

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Road-A

3

2389

7169.1

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Road-B

1

2426

2426

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Providing fixing 200 Mtr. Stone 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.

-

-

-

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Road-A

8

435

3480.48

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Road-B

2

440

880.18

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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing as per drawing and Technical specification Clause of MORD. ( Fixing on Berm )

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-

-

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Road-A

135

735

99265.5

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Road-B

20

740

14805

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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

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-

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600MM DIA CIRCULAR

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-

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Road-A

2

2300

4600

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Road-B

2

2300

4600

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600MM EQILATERAL & TRIANGLE

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-

-

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Road-A

2

2300

4600

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Road-B

2

2300

4600

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Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc complete as per direction of Engineer in charge.

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-

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Road-B

97.87

270

26512.98

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Filling in foundation and plinth with sand well watered and rammed etc complete as per direction of Engineer in charge.

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-

-

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Road-B

10.87

1117

12149.29

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Providing cement concrete (1:3:6) mix with 40mm nominal size stone aggregate in foundation upto a depth of 1.5m. Below ground level & upto a hight of 1.5m. Above ground level/bed level including cost & conveyance of all materials to site & all labour charges complete as per specification and direction of the Engineer - in - charge.

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-

-

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For Base concrete ( Without centring shuttering work )

-

-

-

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Road-B

16.31

5705

93054.58

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( B ) For Above Base concrete ( Including centring shuttering work

-

-

-

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Road-B

128.88

5728

738338.05

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per section 600,700,&1200 of MoRD

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-

-

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Road-A

50

201

10075.5

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Road-B

50

201

10085



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