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 Date18 Jan 2025
Closing Date1 Feb 2025
Tender Amount₹ 4,37,07,000 
Notes
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Costs

Description

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BOQ Items

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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).

630.09

50

31718.73

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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3

302.27

74

22585.61

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Construction of moorum shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per direction of the Engineer in charge (By mechanical means)

553.2

721

398890.39

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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.

7932

28

227251.8

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Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications for Road & Bridges work (4th Revision) as per direction of Engineer-in-Charge. (Material with Crushiable like stone screening)

2883.02

3442

9923441.33

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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)

2416.63

4070

9837399.91

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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 EIC

10113.3

36

366101.46

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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 EIC

10113.3

13

133900.09

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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.

252.83

11293

2855328.02

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Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 350 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) Charge.

422.35

8002

3379969.91

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Providing and laying 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 level, uniform and free from streaks and holes.

794.33

278

221324.17

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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

172.19

1037

178676.4

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Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make,design,colour and size made by Block making machine with propercompaction laid in requried patten etc.complete in all respect conforming to IRC SP-63:2018.

8996.25

645

5809328.44

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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.

597.86

270

161960.27

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Plain Cement Concrete M15 (1:2.5:5) nominal mix) in foundation as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD

164.83

6521

1074942.14

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Plain Cement Concrete M15 (1:2.5:5) nominal mix) in Sub structure as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD

486.47

6663

3241622.03

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Plain Cement Concrete M20 (1:2:4) nominal mix) in Sub structure as per drawings & Technical Specification of MoRD.

3.24

7116

23056.36

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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge

-

-

-

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Superstructure

9.72

10919

106134.92

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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

5.83

8822

51434.18

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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.

-

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-

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600 mm dia Single row

15

2730

40952.4

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1000 mm dia Single row

75

6224

466816.5

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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.

199.83

36

7225.85

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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

120

111

13436.4

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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 EIC

-

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-

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900mm equilateral triangle

18

2301

41431.32

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800mm x 600mm dia Rectangular

12

2377

28527

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Providing and fixing of typical 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 EIC

2

14725

29451.58

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Providing and erecting direction and place identification of semireflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per the direction of the Engineer-in-charge.

8

2255

18042.24

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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 EIC

2

14853

29707.1

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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 E.i.C

244

1217

297016.32

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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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Ordinary kilometer stone

5

2608

13044.8

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200 mm Stone

22

732

16105.98

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Maintenance

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-

-

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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

-

-

-

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1st Year

383.92

355

136349.19

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2nd Year

537.49

355

190889.57

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3rd Year

644.99

355

229068.2

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4th Year

806.23

355

286332.58

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5th Year

948.28

355

336781.64

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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

129.84

52

6850.36

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2nd Year

142.82

52

7535.18

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3rd Year

272.66

52

14385.54

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4th Year

298.63

52

15755.72

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5th Year

350.57

52

18496.07

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Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

-

-

-

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1st Year

1623

20

33807.09

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2nd Year

1947.6

20

40568.51

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3rd Year

3489.45

20

72685.24

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4th Year

3732.9

20

77756.31

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5th Year

4382.1

20

91279.14

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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.

-

-

-

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1st Year

82.25

423

34795.04

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2nd Year

118.63

423

50185.24

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3rd Year

147.13

423

62241.88

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4th Year

180.78

423

76477.17

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5th Year

212.74

423

89997.53

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Maintenance of Hume pipe /Slab/Boxcell 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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1st Year

6

1713

10279.26

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2nd Year

6

1713

10279.26

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3rd Year

6

1713

10279.26

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4th Year

6

1713

10279.26

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5th Year

6

1713

10279.26

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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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1st Year

5.41

978

5292.49

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2nd Year

5.41

978

5292.49

... More
3rd Year

5.41

978

5292.49

... More
4th Year

5.41

978

5292.49

... More
5th Year

5.41

978

5292.49

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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 charg

-

-

-

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1st Year

54

176

9509.94

... More
2nd Year

54

176

9509.94

... More
3rd Year

54

176

9509.94

... More
4th Year

54

176

9509.94

... More
5th Year

54

176

9509.94

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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

-

-

-

... More
1st Year

216

10

2369.52

... More
2nd Year

216

10

2369.52

... More
3rd Year

216

10

2369.52

... More
4th Year

216

10

2369.52

... More
5th Year

216

10

2369.52

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

-

-

-

... More
1st Year

129.84

36

4695.01

... More
2nd Year

129.84

36

4695.01

... More
3rd Year

129.84

36

4695.01

... More
4th Year

129.84

36

4695.01

... More
5th Year

129.84

36

4695.01

... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

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1st Year

1866.45

3

6831.21

... More
2nd Year

2239.74

3

8197.45

... More
3rd Year

2613.03

3

9563.69

... More
4th Year

2986.32

3

10929.93

... More
5th Year

3359.61

3

12296.17



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