National Bank For Agriculture And Rural Development Tender

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National Bank For Agriculture And Rural Development - NABARD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 4,79,12,000 
Notes
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Class Of Bidder
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A x N x 2)-B Where A is Maximum value of construction works executed in any one year during the last five years (updated to the current price level) B is Value at current price level of the existing commitments and ongoing works to be completed during the next 6 months N is Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned, but they should have experience as a prime contractor or sub-contractor, and experience in similar works such as highways and airfields. The bidder should have a consistent history of completing similar works, with no consistent history of litigation awarded against them or financial failure due to bankruptcy. They should have achieved an average annual turnover of at least 40% of the value of the contract applied for, over the last five years, and successfully completed at least one contract of similar nature with a value of at least 40% of the proposed contract in any one year within the last five years. The value of the contract applied for is Rs.191.65 Lakhs, and the bidder's available bid capacity should be more than the total estimated cost of the works, which is Rs. 479.12 Lakhs. The bidder should demonstrate experience in similar nature of work, including quantities of works completed in any one year during the last five years, such as earthwork, GSB/WMM, BM/DBM, BC/SDBC, VCC/VRCC, and steel, with specific quantities mentioned. The bidder should have access to liquid assets or credit facilities of not less than 10% of the contract value, which is Rs.47.91 Lakhs. The bid capacity to execute the work should be greater than Rs.479.12 Lakhs. The percentage of similar works completed is not explicitly mentioned, but the bidder's available bid capacity should be more than the total estimated cost of the works. The bidder's experience and completion of similar works are considered in the calculation of their bid capacity.

Costs

Summary

Upgradation Of C.p Road To Kuravan Odai Via Karaikkal K.m 0/0-4/810

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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Km.0/10

89.06

246

21955.07

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Filling Gravel behind the culvert walls with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35 conveyence of gravel to worksite laying, handling charges and filling in layers tamping under Optimum Moisture content to get the maximum density, including watering, with all leads and lifts for water and allother incidental charges, etc.., Complete as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014 as per MORTH Rev. V Specification No.1000

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-

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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT as per MORT&H Vth specification No.304.

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-

-

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Km.0/10

2.67

95609

255276.75

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Km.0/4, 0/8

4.62

95609

441714.83

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Km.3/2 Two vent

99.63

11252

1121131.41

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Km.3/2

168.75

238

40162.5

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Providing R.C.C M-15 grade precast K M stone of standard design as per IRC-8-1980 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804)

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-

-

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Km.3/2 Two vent

53.93

716

38620.35

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Km.3/2

17.04

277

4725.87

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Km.3/2 Two vent

247.5

238

58905

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Km.1/6

8.1

5931

48042.48

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Km.0/4, 0/8

81.98

7834

642239.52

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Km.3/2

16.88

1653

27904.16

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Km.3/2 Two vent

22.5

2070

46584.68

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Km.0/4, 0/8

13.2

512

6770.68

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Sub Total Amount for above all items (excluding GST)

1

40603206

-

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Km.3/2 Two vent

29.88

283

8460.22

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Km.0/4, 0/8

39

712

27786.72

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Km.0/10

23.66

712

16857.28

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Total in Figures (SubTotal + GST)

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-

47911783.72

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Road C

1970

1653

3256587.3

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Km.1/6

16.88

1653

27904.16

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Road A

6192

6

39876.48

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Km.1/4

81.76

246

20155.48

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Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.

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-

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Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MOR&H Vth specification No.2707

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-

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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Specification Number as per MORTH Rev. V 111,112,406,900)

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-

-

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Km.1/4

18.44

283

5221.1

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Km.3/2

6.2

5963

36970.66

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Road A

18087

84

1519488.87

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Road A

20

574

11493

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Km.0/4, 0/8

9.6

177

1704

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Km.1/6

73.9

7598

561522.5

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Calculation of SubTotal, GST and Total carried out by system automatically

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-

-

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Km.3/2

40.99

7881

323077.03

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Km.3/2 Two vent

0.28

95609

26770.6

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Km.3/2

4.8

177

852

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Construction of Granular sub-base Grade-V 150 mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC. carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Specification Number as per MORTH Rev. V 111,112,401,900).

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-

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Km.1/4

6.6

512

3385.34

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Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev. V 111,112,507,900).

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-

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Km.3/2 Two vent

165.43

246

40781.8

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Km.0/4, 0/8

69.86

11888

830551.57

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Km.0/10

41.05

11858

486806.2

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Clearing Light jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth.

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-

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Km.1/6

16.88

2070

34948.86

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Km.1/4

0.1

95609

9560.93

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GST 18% for above SubTotal Amount

1

7308577

7308577.18

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Km.1/6

137.97

246

34012.36

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Km.1/6

18.21

277

5050.36

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Km.0/10

16.88

1653

27904.16

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Road A

3844

238

914872

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Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Wing wall and Parapet over Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.

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-

-

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Km.3/2 Two vent

21

512

10771.53

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Km.1/6

62.76

11328

710977.92

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Km.0/4, 0/8

36.88

283

10442.2

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Km.0/10

40.99

7834

321119.76

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Dismantling the existing plain cement concrete in the existing damaged culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete

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-

-

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Km.1/6

8.25

486

4011.15

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Km.1/4

168.75

238

40162.5

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Km.1/6

28.8

713

20554.27

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Km.1/4

34.93

11904

415831.52

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Km.1/4

5.29

5931

31375.89

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Km.0/10

4.8

177

852

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Km.0/4, 0/8

163.52

246

40310.95

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Km.3/2 Two vent

81.98

7583

621721.56

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Km.1/4

13.45

277

3730.22

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Km.0/4, 0/8

33.75

1653

55791.79

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Km.3/2

18.44

283

5221.1

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Km.1/4

16.88

2070

34948.86

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Road A

543

11701

6353985.09

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Diversion Road Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 4 km for formation of Diversion road for 100% compaction as per MOR&H Vth specification No.111, 112, 304, 305.

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-

-

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Km.1/6

0.15

95609

14341.39

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Km.3/2

6.6

512

3385.34

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Km.1/4

4.8

177

852

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Km.3/2

41.05

11906

488765.93

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Km.3/2

23.66

716

16943.4

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Km.0/4, 0/8

29.45

277

8167.66

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Km.0/4, 0/8

10.58

5915

62583.45

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Km.3/2

0.12

95609

11473.11

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Road A

905

8981

8128619.5

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Km.1/4

40.99

7850

321772.32

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Supply and fabrication of Fe.240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600.

-

-

-

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Km.1/4

19.5

713

13916.96

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Km.0/10

6.6

512

3385.34

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Km.0/10

16.88

2070

34948.86

... More
Km.0/10

18.44

283

5221.1

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Km.3/2 Two vent

22.5

1653

37194.53

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Road A

4

2197

8788

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Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200.

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-

-

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Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20 30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5 (Specification Number as per MORTH Rev. V 111,112,504,900).

-

-

-

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Km.1/6

2

4308

8617.4

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Km.0/10

6.2

5915

36674.61

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Km.1/6

3.85

95609

368095.69

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Km.1/6

14.4

177

2556

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Road A

4522

2070

9362484.46

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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges., complete as per standard specification.

-

-

-

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Km.1/4

2.31

95609

220857.41

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Km.3/2

89.06

246

21955.07

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Km.0/4, 0/8

337.5

238

80325

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Km.1/6

168.75

238

40162.5

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Km.0/4, 0/8

33.75

2070

69877.01

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Km.1/4

16.88

1653

27904.16

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Road A

1616

21

35293.44

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Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600.

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-

-

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Dismantling the existing Cut Stone culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MOR&H Vth specification No.202.

-

-

-

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Km.3/2

2.67

95609

255276.75

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Road A

18087

19

357037.38

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Km.0/10

0.12

95609

11473.11

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Km.3/2 Two vent

6.8

95609

650143.04

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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification Number as per MORTH Rev. V 111,112,503,900).

-

-

-

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Km.0/10

168.75

238

40162.5

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Km.0/4, 0/8

0.2

95609

19121.85

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Carted earth with lead of 5 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B as per clause No.304, 305 of MORT&H Vth rev

-

-

-

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Km.3/2 Two vent

18.33

277

5083.64

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Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.

-

-

-

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Direction and Place Identification signs Type IV Providing and erecting direction and place identification Retro Reflectorised sign made out of high intensity Prismatic Grade Sheeting confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm steel mild angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level. The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67-2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)Provision for Scheme Board more than 0.90 sq.m

-

-

-

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Road A

1.08

11805

12749.4

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Box Culvert Dismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete as per MOR&H Vth specification No.202.

-

-

-

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Dismantling the existing RCC concrete in the existing damaged Slab culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete

-

-

-

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Km.3/2 Two vent

11.05

5963

65891.26

... More
Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5 Specification Number as per MORTH Rev. V 111,112,502,900)

-

-

-

... More
Km.3/2

16.88

2070

34948.86

... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges for Diversion Road. complete as per clause 406 of MORTH Rev-5 (Specification Number as per MORTH Rev.V 111,112,406,900).

-

-

-

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Providing R.C.C M-15 grade precast H M stone of standard design as per IRC-26-1967 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804)

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-

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