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 Date24 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 2,91,65,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Upto 600 mm dia

10

285

2852.4

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600 mm to 900 mm dia

10

383

3838.3

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Construction of embankment with approved materials obtained from borrow pits with all lift and leads trasporting to site by Mechanical means within a lead of 5km 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.

13791.86

251

3466997.77

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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).

542.13

50

27290.82

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Supplying & filling moorum 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.

774.08

632

489690.75

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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.

8961

28

256732.65

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Providing granular sub-base using moorum CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge.

2365.93

1088

2575646.04

... More
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)

1857.23

3967

7368114.29

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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

11425.28

36

417593.98

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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

11425.28

13

152641.74

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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

285.63

11333

3237181.89

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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.

109.65

1221

133987.91

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Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and 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 and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

351.14

7936

2786773.45

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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.

774.47

270

209803.92

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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 and as per direction of Engineer-in-Charge.

119.45

6752

806580.15

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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 and as per direction of Engineer-in-Charge.

442.68

6894

3052048.41

... More
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

-

-

-

32.77

9069

297194.41

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Abutment & Pier

33.89

10174

344824.99

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Deck slab

12.1

9583

115958.29

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Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete as per specification & direction of Engineer in charge.

1.84

8423

15499.33

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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.

7.68

2463

18923.44

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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

75.22

8953

673472.49

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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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600 mm dia Single row

45

2888

129971.7

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1000 mm dia Single row

37.5

6487

243288.75

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Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.

70.84

1106

78388.71

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Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.

30.62

1117

34212.64

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Providing and laying of Filter Media with Stone Crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size as per direction of the Engineer in charge.

51

3837

195708.93

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Rough Stone Dry Packing in approns and Revetment with hard Granite Stones. and as per direction of the Engineer in charge

74.06

3391

251178.93

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Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.

65.27

46

3007.64

... More
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

60.04

144

8661.37

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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 claouse 1701.3.9 of MORD eor rurals road of required shade and colour supported and welded on 47 mm X47 mmX12 SWG sheet tube firmly fixed to the ground by mean of proporly designed foundation with M-15 Grade cement concrete 450X450 X600 mm,600 mm below ground level as per approved drawing clause 1701.2.2

14

2392

33497.38

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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

12317

24635.16

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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

16591

33183.8

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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

100

1009

100918

... More
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

4

2714

10858.56

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200 mm Stone

15

764

11472.45

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Maintenance

-

-

-

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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

222.01

363

80634.03

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2nd Year

318.44

363

115657.41

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3rd Year

419.35

363

152307.92

... More
4th Year

511.29

363

185700.53

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5th Year

607.72

363

220723.9

... More
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

222.01

50

11267.01

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2nd Year

318.44

50

16160.83

... More
3rd Year

419.35

50

21282.01

... More
4th Year

511.29

50

25947.97

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5th Year

607.72

50

30841.79

... More
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

222.01

20

4624.47

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2nd Year

318.44

20

6633.11

... More
3rd Year

419.35

20

8735.06

... More
4th Year

511.29

20

10650.17

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5th Year

607.72

20

12658.81

... More
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

66.6

408

27232.74

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2nd Year

95.53

408

39062.22

... More
3rd Year

125.8

408

51439.62

... More
4th Year

153.39

408

62721.17

... More
5th Year

182.32

408

74550.65

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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.

-

-

-

... More
1st Year

12

1713

20558.52

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2nd Year

12

1713

20558.52

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3rd Year

12

1713

20558.52

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4th Year

12

1713

20558.52

... More
5th Year

12

1713

20558.52

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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.

-

-

-

... More
1st Year

3.5

893

3126.2

... More
2nd Year

3.5

893

3126.2

... More
3rd Year

3.5

893

3126.2

... More
4th Year

3.5

893

3126.2

... More
5th Year

3.5

893

3126.2

... More
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

-

-

-

... More
1st Year

30

176

5283.3

... More
2nd Year

32

176

5635.52

... More
3rd Year

34

176

5987.74

... More
4th Year

36

176

6339.96

... More
5th Year

38

176

6692.18

... 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 as per direction of the Engineer in charge

-

-

-

... More
1st Year

3.5

1538

5384.12

... More
2nd Year

3.5

1538

5384.12

... More
3rd Year

3.5

1538

5384.12

... More
4th Year

3.5

1538

5384.12

... More
5th Year

3.5

1538

5384.12

... 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

120

33

3981.6

... More
2nd Year

120

33

3981.6

... More
3rd Year

120

33

3981.6

... More
4th Year

120

33

3981.6

... More
5th Year

120

33

3981.6

... More
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

60

10

658.2

... More
2nd Year

62

10

680.14

... More
3rd Year

64

10

702.08

... More
4th Year

66

10

724.02

... More
5th Year

68

10

745.96

... 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.

-

-

-

... More
1st Year

1066.65

3

3903.94

... More
2nd Year

1455.16

3

5325.89

... More
3rd Year

1161.73

3

4251.93

... More
4th Year

2233.31

3

8173.91

... More
5th Year

2621.82

3

9595.86



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