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 Date12 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 3,03,65,000 
Notes
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AI Insights

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 5 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 includes having completed certain quantities of works in any one year during the last five years, such as: - Earthwork: 4034.33 m3 (completed) and 1614.00 m3 (required) - GSB/WMM: 3885.32 m3 (completed) and 1555.00 m3 (required) - BM/DBM: 484.00 m3 (completed) and 194.00 m3 (required) - BC/SDBC (Wearing Course): 291.00 m3 (completed) and 117.00 m3 (required) - VCC/VRCC: 546.19 m3 (completed) and 219.00 m3 (required) - Steel: 18.62 Mt (completed) and 7.45 Mt (required) The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for over the last five years. The bidder should have 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 proposed contract is Rs.121.46 Lakhs. The bidder should also have a bid capacity to execute the work of more than Rs.303.65 Lakhs. Additionally, the required prior work experience includes having a certain amount of work completed within a certain timeframe, with 40% of the work to be completed in the first month, 60% in the next two months, and 100% in the next two months. The bidder should also have a certain level of technical qualification, with requirements varying based on the value of the contract. The value and percentage of similar works completed are mentioned as 40% of the proposed contract, with the proposed contract value being Rs.121.46 Lakhs.

Costs

Summary

Tn.no.01 / Si.no.02 / 2025-2026 / Sdo / Cpt - 02

Description

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BOQ Items

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DO_NOT_SHOW

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Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification MORTH No.111,112, 202.

-

-

-

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Road A

250

21

5460

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Construction of granular sub - base Gr-V of 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.(Specification Number as per MORTH Rev.V 111,112,401,900).

-

-

-

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Road A

754

1686

1271884.9

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Road B

483

1766

853002.15

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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 etc., (Specification Number as per MORTH Rev.V 111,112,406,900).

-

-

-

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Road A

1526

2132

3254469.68

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Road B

886

2132

1889554.48

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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, (Specification Number as per MORTH Rev.V 111,112,502,900)

-

-

-

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Road A

6102

84

512690.04

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Road B

3544

84

297802.32

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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., (Specification Number as per MORTH Rev.V 111,112,503,900).

-

-

-

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Road A

6102

19

120514.5

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Road B

3544

19

69994

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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. (Specification Number as per MORTH Rev.V 111,112,504,900).

-

-

-

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Road A

306

9047

2768583.96

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Road B

178

9050

1611053.08

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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 Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP 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., (Specification Number as per MORTH Rev.V 111,112,507,900).

-

-

-

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Road A

184

11765

2164870.4

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Road B

107

11771

1259502.35

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Carted earth including cost and conveyance an average lead 4 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specification as per MORTH Vth Rev., 304 & 305.

-

-

-

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Road A

1337

224

299929.21

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Road B

768

224

172285.44

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Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)

-

-

-

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Road A

12

574

6895.8

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Road B

4

574

2298.6

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Providing RCC M15 grade precast KM 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.805).

-

-

-

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Road A

2

2197

4394

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Provision for Scheme Board 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 confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.95qm) TYPE -IV

-

-

-

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Road A

1.08

11805

12749.4

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Road B

1.08

11805

12749.4

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SUB ESTIMATE - 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 MORT&H Vth specification No.111, 112, 202.

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-

-

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Road.A Km-1/8 (Single vent 2x2)

18.44

283

5221.1

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

38.51

283

10903.72

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

36.88

283

10442.2

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Road.B Km-0/2 (Single vent 2x1.5)

18.44

283

5221.1

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Road.B Km-0/6 (Single vent 2x1.5)

18.44

283

5221.1

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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.111, 112, 202.

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

6.6

512

3385.34

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

13.2

512

6770.68

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Road.B Km-0/2 (Single vent 2x1.5)

6.6

512

3385.34

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Road.B Km-0/6 (Single vent 2x1.5)

6.6

512

3385.34

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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 bailing 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.111,112,304.

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

89.26

246

22004.38

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

133.96

246

33023.82

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

133.96

246

33023.82

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Road.B Km-0/2 (Single vent 2x1.5)

78.91

246

19452.89

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Road.B Km-0/6 (Single vent 2x1.5)

72.83

246

17954.05

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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, 2100, 2200.

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

5.29

6010

31796.87

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

10.58

6026

63762.17

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

10.58

6026

63762.17

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Road.B Km-0/2 (Single vent 2x1.5)

6.2

6069

37632.76

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Road.B Km-0/6 (Single vent 2x1.5)

5.29

6069

32109.24

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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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Road.A Km-1/8 (Single vent 2x2)

34.93

11982

418539.29

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

64.82

11700

758443.26

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

64.82

11700

758443.26

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Road.B Km-0/2 (Single vent 2x1.5)

38.05

11709

445558.27

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Road.B Km-0/6 (Single vent 2x1.5)

32.41

11743

380619.48

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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 Stem of Wing Wall of Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

47.94

7872

377429.7

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

57.12

8156

465886.14

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

57.12

8156

465886.14

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Road.B Km-0/2 (Single vent 2x1.5)

33.37

8137

271538.36

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Road.B Km-0/6 (Single vent 2x1.5)

33.37

8137

271538.36

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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 MORT&H Vth specification No.1600

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

2.31

95609

220857.41

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

4.32

95609

413032.05

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

4.32

95609

413032.05

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Road.B Km-0/2 (Single vent 2x1.5)

2.47

95609

236154.9

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Road.B Km-0/6 (Single vent 2x1.5)

2.16

95609

206516.02

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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 MORT&H Vth specification No.1600

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

0.1

95609

9560.93

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

0.2

95609

19121.85

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

0.2

95609

19121.85

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Road.B Km-0/2 (Single vent 2x1.5)

0.12

95609

11473.11

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Road.B Km-0/6 (Single vent 2x1.5)

0.1

95609

9560.93

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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 mixing 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 mixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V Specification No.1000, 1500, 1700, 2702.

-

-

-

... More
Road.A Km-1/8 (Single vent 2x2)

19.5

719

14035.32

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

39

720

28118.22

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

39

720

28118.22

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Road.B Km-0/2 (Single vent 2x1.5)

23.66

724

17136.23

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Road.B Km-0/6 (Single vent 2x1.5)

19.5

724

14123.27

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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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Road.A Km-1/8 (Single vent 2x2)

14.03

336

4718.15

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Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

21.7

348

7553.34

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Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

21.7

348

7553.34

... More
Road.B Km-0/2 (Single vent 2x1.5)

13.1

393

5155.24

... More
Road.B Km-0/6 (Single vent 2x1.5)

10.47

393

4120.26

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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.2706

-

-

-

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Road.A Km-1/8 (Single vent 2x2)

4.8

177

852

... More
Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

9.6

177

1704

... More
Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

9.6

177

1704

... More
Road.B Km-0/2 (Single vent 2x1.5)

4.8

177

852

... More
Road.B Km-0/6 (Single vent 2x1.5)

4.8

177

852

... More
Carted earth with lead of 4 km including cost of earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for making up of Diversion Road.

-

-

-

... More
Road.A Km-1/8 (Single vent 2x2)

168.75

224

37855.69

... More
Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

337.5

224

75711.38

... More
Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

337.5

224

75711.38

... More
Road.B Km-0/2 (Single vent 2x1.5)

168.75

224

37855.69

... More
Road.B Km-0/6 (Single vent 2x1.5)

168.75

224

37855.69

... More
Construction of granular sub - base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 for Diversion Road. (Specification Number as per MORT&H Rev.V 111,112,401,900).

-

-

-

... More
Road.A Km-1/8 (Single vent 2x2)

16.88

1686

28474.03

... More
Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

33.76

1686

56948.06

... More
Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

33.76

1686

56948.06

... More
Road.B Km-0/2 (Single vent 2x1.5)

16.88

1766

29810.92

... More
Road.B Km-0/6 (Single vent 2x1.5)

16.88

1766

29810.92

... 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 Sub Base/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 chargesfor Diversion road. (Specification Number as per MORT&H Rev.V 111,112,406,900).

-

-

-

... More
Road.A Km-1/8 (Single vent 2x2)

16.88

2132

35999.64

... More
Road.A Km-1/10 & 2/2 (Single vent 2x1.5)

33.76

2132

71999.28

... More
Road.A Km-2/4 & 2/8 (Single vent 2x1.5)

33.76

2132

71999.28

... More
Road.B Km-0/2 (Single vent 2x1.5)

16.88

2132

35999.64

... More
Road.B Km-0/6 (Single vent 2x1.5)

16.88

2132

35999.64

... More
CC Pavement Wearing Coat at Km 2/4 & 2/6: Vibrated Cement concrete of M30 Grade (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for CC Pavement Wearing Coat..

450

720

324441

... More
Supply and fabrication Fe 240 Steel including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending. tying grills and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire for wearing coat.

2.32

95609

221813.51

... More
Well Protective wall at Km 1/10: 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 incidential charges such as bailing 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.

108

289

31251.96

... More
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.

32.4

6199

200877.73

... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

43.26

8140

352151.54

... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

31.2

9599

299497.54

... More
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.

32.5

177

5768.75

... More
Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, 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 Broken Parapet Over RETAINING WALL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev

24.3

10245

248954.47

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

-

-

-

... More
Sub Total Amount for above all items (excluding GST)

1

25732232

-

... More
GST 18% for above SubTotal Amount

1

4631801

4631801.76

... More
Total in Figures (SubTotal + GST)

-

-

30364033.76



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