Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date25 Mar 2025
Closing Date3 Apr 2025
Tender Amount₹ 1,60,93,000 
Notes
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Costs

Description

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BOQ Items

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3rd year

1.5

1538

2307.49

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5th year

1.5

3205

4808.41

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200 mm Stone

5

707

3535.7

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5th year

294.02

333

98152.7

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3rd year

80

10

877.44

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Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of Engineer in charge

6000

8

49584

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4th year

85

10

932.28

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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

298.35

20

6214.63

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5th year

223.76

40

9131.65

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Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)

1302.95

1895

2469924.14

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4th year

216.3

40

8827.2

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5th year

1.5

1538

2307.49

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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.

-

-

-

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3rd year

272.24

333

90881.88

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Filling in foundation trenches as per drawing and technical specification clause 305.3.9 of MORDand as per direction of Engineer in charge

289.05

818

236671.25

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1st year

37.29

412

15396.3

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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

-

-

-

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5th year

24

176

4226.59

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2nd year

9

1713

15418.89

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of Engineer in charge

5071.95

14

74101.19

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2nd year

193.93

40

7914.28

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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.

-

-

-

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2nd year

198.9

3

727.78

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3rd year

248.63

3

909.74

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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge

-

-

-

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1st year

1.5

3205

4808.41

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2nd year

31

176

5459.35

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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge

-

-

-

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

119.8

6719

804950.58

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4th year

1.5

1538

2307.49

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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

-

-

-

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2nd year

108

32

3519.72

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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)

809.73

2570

2081087.07

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3rd year

23

176

4050.48

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1st year

149.18

40

6088.04

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1st year

132

10

1447.78

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5th year

9

1713

15418.89

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4th year

1.5

3205

4808.41

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HPC 1000 mm dia Single row

22.5

6281

141327.68

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5th year

298.35

3

1091.66

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4th year

41.77

412

17246

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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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge

101

111

11223.12

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R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.

8.85

6583

58261.59

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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

12

1257

15086.4

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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge

7.09

88140

625269.63

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800mm x600mm rectangular ( For Place Indentification)

2

2233

4466.5

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Maintenance Works

-

-

-

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3rd year

9

1713

15418.89

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Ordinary kilometer stone

3

2437

7311.72

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R.C.C. M25 in Sub structure raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.

12

8797

105565.08

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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.

-

-

-

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Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the Engineer in charge.

5304

28

152002.03

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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

65.81

2027

133405.43

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Providing and fixing of typical CITIZEN INFORMATION BOARD with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 enameled on both sides. Lettering and printing arrows, border 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 and as per direction of Engineer in charge

2

6472

12944.51

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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

2.48

6606

16384.02

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4th year

23

176

4050.48

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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 and as per direction of Engineer in charge

-

-

-

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).

414.14

50

20847.81

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HPC 600 mm dia Single row

7.5

2841

21313.5

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4th year

343.1

20

7146.77

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Providing and laying semi dense bituminous concrete with 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) AR-175/47

126.8

10468

1327467.93

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5th year

108

32

3519.72

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5th year

43.26

412

17861.19

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4th year

108

32

3519.72

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Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge.

6087.95

200

1222947.4

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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.

-

-

-

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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 as per direction of the Engineer in charge.

-

-

-

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1st year

217.8

333

72708.17

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1st year

248.63

3

909.74

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900mm equilateral triangle

12

2098

25187.16

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1st year

9

1713

15418.89

... More
1st year

108

32

3519.72

... More
2nd year

261.35

333

87246.47

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3rd year

1.5

3205

4808.41

... More
3rd year

108

32

3519.72

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of Engineer in charge

5071.95

40

204196.71

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2nd year

126

10

1381.97

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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.

-

-

-

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3rd year

272.49

20

5675.97

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2nd year

1.5

3205

4808.41

... More
Plain cement concrete in Sub structure Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

630.23

5448

3434041.34

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3rd year

40.28

412

16630.81

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Providing and fixing of typical OMBADC informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 enameled on both sides. Lettering and printing arrows, border 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 and as per direction of Engineer in charge

1

14015

14015.65

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2nd year

358.02

20

7457.56

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5th year

70

10

767.76

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4th year

283.13

333

94517.29

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3rd year

208.85

40

8523.17

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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.

-

-

-

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Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

-

-

-

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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of Engineer in charge

220

839

184784.6

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5th year

417.69

20

8700.48

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Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.

16.15

1011

16338.47

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2nd year

38.79

412

16015.62

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4th year

9

1713

15418.89

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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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.

919.1

270

248975

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4th year

248.63

3

909.74

... More
1st year

35

176

6163.78

... More
R.C.C. M25 in Super structure raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.

59.18

9350

553365.55



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