Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Mar 2025
Closing Date7 Apr 2025
Tender Amount₹ 2,41,05,783 
Notes
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AI Insights

Bid Capacity
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The formula for bid capacity is: 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.
Technical Capacity
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The required prior work experience for the bidder includes a maintenance engineer with a degree/diploma in civil engineering and three years of experience. The bidder should have experience in road works, bridge works, and other related areas. The bidder should have satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third (or one-fourth in case of Naxal / LWE affected districts) of the estimated cost of work for which the bid is invited. In terms of financial turnover, the bidder should have achieved a minimum financial turnover, equivalent to 60% or 75% of the amount put to bid, depending on the bid amount, with at least 50% of the turnover coming from civil engineering construction works. The specific percentages and values are as follows: - 60% of the amount put to bid, if the amount put to bid is Rs.200 lakhs - 75% of the amount put to bid, if the amount put to bid is more than Rs.200 lakhs In Naxal / Left Wing Extremist Affected Districts, the figure of 75% is replaced by 50%. The turnover will be indexed at the rate of 8% per year. The bidder is required to have prior work experience in construction works of a similar nature and volume over the last five years and provide details of work performed as a prime contractor in the same name and style on construction works of a similar nature and volume over the last five years, along with a certificate from the Engineer-in-charge. The bidder should also provide information on 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, with details including project name, name of employer, description of work, value of contract, and other relevant information.

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

3060

8

25306.2

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Road - C

10620

8

87827.4

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Road - D

4680

8

38703.6

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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc.complete.

-

-

-

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Road - A

2275.88

3

9035.24

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Road - B

750

3

2977.5

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Road - C

4452.3

3

17675.63

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Road - D

2887.5

3

11463.38

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Re-working of scarified bituminous surface suitable after supplementing base materials with sand & compacting finished surface as per Technical Specification & as per Clause - 601.8.3.2 of MoSRT&H Specifications for road & Bridge works (Latest Revision)

-

-

-

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Road - A

2275.88

24

54939.74

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Road - C

4452.3

24

107478.52

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Road - D

2887.5

24

69704.25

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Providing,& laying following size metal as per MOST specification for IRC. WBM Gr-III metalling to a uniform thicknes of 100mm and packing the voids with small stones and hnd packing the same to proper camber including conveying and spreading moorum etc complete

-

-

-

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WBM Gr-III

-

-

-

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Road - A

354.77

2937

1042307.16

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Road - B

57.94

2937

170226.56

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Road - C

572.9

2937

1683168.74

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Road - D

326.7

2937

959838.07

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Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level 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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KM Stone

-

-

-

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Road - A

4

2666

10666.48

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Road - B

2

2703

5406.48

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Road - C

6

2666

15999.72

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Road - D

8

2711

21694.56

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200m Stone

-

-

-

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Road - A

8

698

5590

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Road - B

4

705

2821.04

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Road - C

21

698

14673.75

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Road - D

30

706

21203.4

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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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Guard Post

-

-

-

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Road - A

28

846

23693.32

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Road - B

20

863

17261.6

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Road - C

30

846

25385.7

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Road - D

45

902

40591.8

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Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of high intensity grade sheeting as per clause no 801.30 fixed over aluminium sheeting 1.5mm thick Supported on a mild steel angle iron post 75x

-

-

-

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Information Board (800mmx 600mm)

-

-

-

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Road - A

2

5954

11909.54

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Road - B

1

5971

5971.06

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Road - C

2

5954

11909.54

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Road - D

2

5974

11949.76

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600 MM Circular

-

-

-

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Road - A

2

4490

8980.64

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Road - B

2

4506

9013.22

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Road - C

4

4490

17961.28

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Road - D

6

4510

27062.58

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i) 900mm equilateral triangle

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-

-

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Road - A

2

4988

9976.76

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Road - B

2

5004

10009.34

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Road - C

3

4988

14965.14

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Road - D

6

5008

30050.94

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600x600 mm

-

-

-

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Road - A

2

5062

10125.44

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Road - B

1

5079

5079.01

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Road - C

2

5062

10125.44

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Road - D

4

5082

20331.28

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Construction of unreinforced plain cement concrete pavement of M-30 grade using 20mm down graded stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges for construction of un-reinforced dowel jointed plain cement concrete pavement over prepared base etc. complete as per direction of E.I.C.

-

-

-

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Road - B

21.6

6892

148883.83

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Road - D

258.75

6923

1791522.9

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Providing Cement Concrete (1:2:4) with 12mm stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level 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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Road - B

1.13

7214

8152.16

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Road - D

25.88

7255

187776.74

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Costruction of embankment with approved sellected earth material obtained from borrow pits with all leads & lifts transporting to site by mechanical means with a leads of 5 km spreading grading to required slope & compacting to meet requirement etc complete.

-

-

-

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Road - A

789.75

201

158787.14

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Road - B

52.99

201

10654.17

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Road - C

796.5

201

160144.29

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Road - D

471.13

201

94725.4

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PART-III (Renewal)

-

-

-

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Providing and apppying primer coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface etc complete

-

-

-

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Road - A

4551.75

41

190081.08

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Road - B

1530

41

63479.7

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Road - C

7420.5

41

309880.08

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Road - D

2887.5

41

119571.38

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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

172.5

334

57642.6

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Road - C

180

334

60148.8

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Road - D

165

363

60050.1

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Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared bituminous/granular surface etc complete

-

-

-

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Road - A

8950.5

18

168895.94

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Road - B

1530

18

28672.2

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Road - C

13540.5

18

255509.24

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Road - D

4207.5

18

78680.25

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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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Road - A

223.77

11230

2513107.17

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Road - B

38.25

11126

425575.62

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Road - C

338.52

11230

3801836.88

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Road - D

206.26

13297

2742787.73

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Part-IV (Emergency Work)

-

-

-

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Road - A

1

521414

521414.53

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Road - B

1

113638

113638.01

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Road - C

1

785999

785999.23

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Road - D

1

770417

770417.44

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Part-II (Routine Maintenance)

-

-

-

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1st Year

-

-

-

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BT Road

-

-

-

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Road - A

2.34

34700

81198

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Road - B

0.5

30600

15300

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Road - C

3.54

34700

122838

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Road - D

2.1

34700

72870

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CC Road

-

-

-

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Road - A

1.49

29000

43268

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Road - B

0.52

29000

15080

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Road - C

2

29000

58000

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Road - D

5.5

29000

159500

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2nd Year

-

-

-

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BT Road

-

-

-

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Road - A

2.34

40900

95706

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Road - B

0.5

36100

18050

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Road - C

3.54

40900

144786

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Road - D

2.1

40900

85890

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CC Road

-

-

-

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Road - A

1.49

29000

43268

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Road - B

0.52

29000

15080

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Road - C

2

29000

58000

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Road - D

5.5

29000

159500

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3rd Year

-

-

-

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BT Road

-

-

-

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Road - A

2.34

58100

135954

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Road - B

0.5

51300

25650

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Road - C

3.54

58100

205674

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Road - D

2.1

58100

122010

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CC Road

-

-

-

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Road - A

1.49

29000

43268

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Road - B

0.52

29000

15080

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Road - C

2

29000

58000

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Road - D

5.5

29000

159500

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4th Year

-

-

-

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BT Road

-

-

-

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Road - A

2.34

66900

156546

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Road - B

0.5

59000

29500

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Road - C

3.54

66900

236826

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Road - D

2.1

66900

140490

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CC Road

-

-

-

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Road - A

1.49

29000

43268

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Road - B

0.52

29000

15080

... More
Road - C

2

29000

58000

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Road - D

5.5

29000

159500

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5th Year

-

-

-

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BT Road

-

-

-

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Road - A

2.34

74900

175266

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Road - B

0.5

66100

33050

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Road - C

3.54

74900

265146

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Road - D

2.1

74900

157290

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CC Road

-

-

-

... More
Road - A

1.49

29000

43268

... More
Road - B

0.52

29000

15080

... More
Road - C

2

29000

58000

... More
Road - D

5.5

29000

159500



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