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 Date31 Jan 2025
Closing Date14 Feb 2025
Tender Amount₹ 2,75,49,000 
Notes
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AI Insights

Bid Capacity
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The bid capacity required is calculated using the formula: Assessed Available Bid Capacity = (A*N*M - B) where A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as ½ and more than 6 months as 1 in a year). M = 2 or such higher figure not exceeding 3 as may be specified. B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. The available bid capacity should be equal to or more than the total bid value excluding maintenance.
Technical Capacity
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The required prior work experience for the bidder is mentioned as a minimum of 3 years of experience for contracts more than Rs. Five crores for a Maintenance Engineer with a degree in Civil Engineering, and a minimum of 3 years of experience for contracts up to Rs. Five crores for a Maintenance Engineer with a diploma in Civil Engineering. Additionally, for Lab Technician, a diploma in Civil Engineering with 5 years of practical experience is required for contracts more than Rs. Five crores. The bidder should have satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of the work for which the bid is invited. In Naxal / Left Wing Extremist Affected Districts, the figure is one-fourth of the estimated cost. The bidder should also have achieved a minimum financial turnover, with at least 50% of it being from civil engineering construction works, equivalent to 60% of the amount put to bid if the amount is Rs. 200 lakhs or less, and 75% of the amount put to bid if it is more than Rs. 200 lakhs. In Naxal / Left Wing Extremist Affected Districts, the figure is 50% instead of 75%. No specific percentage of similar works completed is mentioned, but the bidder is required to provide the value of contracts and the value of works remaining to be completed. The total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited should be provided, with values in Rs. in lakhs.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

-

View all details for FREE
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ROAD-B

8988

8

74330.76

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ROAD-C

12900

8

106683

... More
Providing 37.5 mm thick BUSG in one layers applying tack coat using 3.0 kg of bitumen /10 sqm, using 0.45 cum of 25mm to 40mm size H.G. metal & 0.12 cum of 12mm size h.g. chips for 10 sqm . etc. complete.

-

-

-

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ROAD-A

2097

251

527018.04

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ROAD-B

765.75

248

190066.81

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ROAD-C

2449.28

248

607862.31

... More
Earth work in road embankment in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.

-

-

-

... More
ROAD-A

67.95

266

18101.88

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ROAD-B

42.17

266

11234.09

... More
ROAD-C

146.36

266

38990.3

... More
Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C..

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-

-

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ROAD-A

591.19

720

425987.87

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ROAD-B

269.64

720

194291.8

... More
ROAD-C

483.75

720

348570.9

... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on concrete surface as per drawing and Technical Specification.

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-

-

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ROAD-A

93.12

130

12164.27

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ROAD-B

93.12

130

12164.27

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ROAD-C

104.76

130

13684.8

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge

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-

-

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Ordinary Kilometer Stone (Precast)

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-

-

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ROAD-A

3

2684

8052.06

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ROAD-B

2

2663

5326.12

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ROAD-C

3

2663

7991.97

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200 meter Stone (Precast)

-

-

-

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ROAD-A

12

777

9335.16

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ROAD-B

8

774

6193.12

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ROAD-C

10

774

7742.9

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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.

-

-

-

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ROAD-A

156

999

155965.68

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ROAD-B

148

986

145975.36

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ROAD-C

182

986

179521.16

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Providing and fixing of retro reflective cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x x75 mm x x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x x450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801

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-

-

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600 MM Triangular

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-

-

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ROAD-A

8

3976

31813.2

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ROAD-B

5

3966

19834.45

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ROAD-C

12

3967

47607.84

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800x600 mm Rectangular

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-

-

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ROAD-A

2

6678

13357.62

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ROAD-B

2

6669

13338.08

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ROAD-C

2

6669

13338.94

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600 mm Circular

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-

-

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ROAD-A

4

5009

20036.92

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ROAD-B

4

4999

19997.84

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ROAD-C

4

4999

19999.56

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600 mm x 600mm Square

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-

-

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ROAD-A

2

5686

11372.36

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ROAD-B

2

5676

11352.82

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ROAD-C

2

5676

11353.7

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Earth work in excavation of foundation in hard or gravelly soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.

-

-

-

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ROAD-A

217.6

436

95047.68

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ROAD-B

68.8

436

30051.84

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ROAD-C

594.4

436

259633.92

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Filling in foundation and plinth with sand watered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete

-

-

-

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ROAD-A

181.2

1199

217363.9

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ROAD-B

12.9

1152

14863.9

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ROAD-C

286.95

1168

335163.34

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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802, 803, 1202 & 1203

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-

-

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Foundation

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-

-

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ROAD-A

85.2

6561

559045.76

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ROAD-B

12.9

6484

83643.73

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ROAD-C

166.95

6487

1083091.46

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Sub-Structure

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-

-

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ROAD-A

61.88

6637

410712.41

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ROAD-B

95.03

6560

623438.61

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ROAD-C

538.04

6563

3531646.14

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Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C.

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-

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ROAD-A

36.4

107

3896.62

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ROAD-B

55.9

107

5984.1

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ROAD-C

307.45

107

32912.52

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PERIODIC RENEWAL

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-

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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge.

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-

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ROAD-A

13980

16

232906.8

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ROAD-B

7657.5

16

127650.53

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ROAD-C

14839.73

16

247675.09

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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 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)

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-

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ROAD-A

349.5

11676

4080803.94

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ROAD-B

191.44

11599

2220575.74

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ROAD-C

371

11596

4302479.58

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Emergency Work

1

2504388

2504388.31

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Routine Maintenance

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-

-

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BT Works

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-

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1st Year

-

-

-

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Road A

3.73

34700

129361.6

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Road B

2.04

34700

70857.4

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Road C

3.84

34700

133317.4

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2nd Year

-

-

-

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Road A

3.73

40900

152475.2

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Road B

2.04

40900

83517.8

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Road C

3.84

40900

157137.8

... More
3rd Year

-

-

-

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Road A

3.73

58100

216596.8

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Road B

2.04

58100

118640.2

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Road C

3.84

58100

223220.2

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4th Year

-

-

-

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Road A

3.73

66900

249403.2

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Road B

2.04

66900

136609.8

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Road C

3.84

66900

257029.8

... More
5th Year

-

-

-

... More
Road A

3.73

74900

279227.2

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Road B

2.04

74900

152945.8

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Road C

3.84

74900

287765.8

... More
CC Works

-

-

-

... More
1st Year

-

-

-

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Road A

1.53

29000

44283

... More
Road B

0.95

29000

27666

... More
Road C

0.46

29000

13282

... More
2nd Year

-

-

-

... More
Road A

1.53

29000

44283

... More
Road B

0.95

29000

27666

... More
Road C

0.46

29000

13282

... More
3rd Year

-

-

-

... More
Road A

1.53

29000

44283

... More
Road B

0.95

29000

27666

... More
Road C

0.46

29000

13282

... More
4th Year

-

-

-

... More
Road A

1.53

29000

44283

... More
Road B

0.95

29000

27666

... More
Road C

0.46

29000

13282

... More
5th Year

-

-

-

... More
Road A

1.53

29000

44283

... More
Road B

0.95

29000

27666

... More
Road C

0.46

29000

13282



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