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₹ 3,07,09,000 
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 varies based on the value of the contract. For contracts up to Rs. 200.00 Lakhs, the bidder should have one B.E Degree Holder (or) one Diploma Holder in Civil Engineering with five years of experience in similar works. For contracts above Rs. 200.00 Lakhs up to Rs. 1000.00 Lakhs, the bidder should have one B.E Degree Holder in Civil Engineering with one year of experience in similar works and one Diploma Holder in Civil Engineering with five years of experience in similar works. For contracts above Rs. 1000.00 Lakhs, the bidder should have multiple B.E Degree Holders and Diploma Holders in Civil Engineering with specified years of experience in similar works. The bidder should have completed at least 100% of the similar works, with no history of abandoning work or rescinding contracts due to non-performance. The value of similar works completed should be at least Rs. 307.09 Lakhs. The bidder's annual turnover should be at least Rs. 30.71 Lakhs. In terms of percentage of similar works completed, the bidder is expected to complete 10% of the work in the first month, 60% of the work in the next two months, and 100% of the work in the subsequent two months. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract over the last five years, which is Rs. 122.84 Lakhs. The bidder should have successfully completed at least one contract of similar nature and value, with at least 40% of the value of the proposed contract, in any one year within the last five years. The bidder should demonstrate experience in similar nature of work, including the completion of specific quantities of works, such as Earthwork (2315.13 m3), GSB/WMM (3040.00 m3), BM/DBM (398.00 m3), BC/SDBC (263.00 m3), VCC/VRCC (1191.43 m3), and Steel (9.44 Mt). The bid capacity to execute the work should be greater than Rs. 307.09 Lakhs. The bidder should have access to liquid assets or credit facilities of at least 10% of the contract value, which is Rs. 30.71 Lakhs.

Costs

Summary

Tn.no.02 / Si.no.02 / 2025-2026 / Sdo / Cpt - 06

Description

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BOQ Items

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DO_NOT_SHOW

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Road C

1152

5

6842.88

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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.

-

-

-

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Road A

987

21

21556.08

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Construction of Granular sub-base Grade-V 200 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 Specification Number as per MORTH Rev.V 111,112,401,900).

-

-

-

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Road B

342

1771

605986.38

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Road C

481

1785

858628.29

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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 (Specification Number as per MORTH Rev.V 111,112,406,900).

-

-

-

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Road A

775

2070

1604583.25

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Road B

590

2070

1221553.7

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Road C

823

2070

1703963.89

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

-

-

-

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Road A

3100

83

260276

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Road B

2360

83

198145.6

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Road C

3289

83

276144.44

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

-

-

-

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Road A

3100

19

61163

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Road B

2360

19

46562.8

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Road C

3289

19

64891.97

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

-

-

-

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Road A

155

8968

1390148.5

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Road B

118

8965

1057884.16

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Road C

165

8965

1479244.8

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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.(Specification Number as per MORTH Rev.V 111,112,507,900).

-

-

-

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Road A

93

11679

1086165.6

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Road B

71

11673

828790.1

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Road C

99

11673

1155636.9

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Carted earth including cost and conveyance an average lead of 5 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 specifications as per MORT&H Vth rev.304, 305.

-

-

-

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Road A

522

210

109959.3

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Road B

480

210

101112

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Road C

778

210

163885.7

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Providing R.C.C M-15 grade precast HM 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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Road A

4

574

2298.6

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Road B

3

574

1723.95

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Road C

4

574

2298.6

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Road D

3

574

1723.95

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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 mild steel 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)

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-

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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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Road C

1.08

11805

12749.4

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Road D

1.08

11805

12749.4

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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, structing, walling and forming protective bunds wherever necessary, etc., complete as per the relevant standard specification for Cut off wall

-

-

-

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Road D

48

123

5916.48

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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, etc., complete as per clause 401 ) - For Grading- V Material.

-

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-

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Road D

29

1771

51384.81

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Cement Concrete of Grade M10 (nominal mix 1:3:6) using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete as per Standard Specification for levelling course below Cement Concrete Pavement.

-

-

-

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Road D

17

5436

92415.91

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Vibrated Cement Concrete of Grade M20 using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete, as per relevant standard specifications for cut off wall.

-

-

-

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Road D

75

8556

641761.5

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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.

-

-

-

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Road D

439

9671

4245779.72

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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 including cost of 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, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top of CC Pavement

-

-

-

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Road D

844

727

613908.72

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Supply and fabrication of Fe-500D 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.

-

-

-

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Road D

2.93

95609

280135.16

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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 overlaping to the required length wherever 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, Fe-500 grade

-

-

-

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Road D

4.3

95609

411119.86

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Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete.

-

-

-

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Road D

1575

100

157500

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Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification.

-

-

-

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Road D

78

479

37362

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Sub estimate for construction of Single Cell Box Culvert at km0/6 Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION

76.5

246

18858.78

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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT and WING WALL

5.5

5915

32533.93

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Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTING STEM OF WING WALL AND PARAPET

34

7981

271378.48

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Vibrated Reinforced Cement Concrete M25 (Design mix) using 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 and centering, 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 Bottom of Slab, Side Walls and Top Slab of Box Culvert.

33

11315

373397.97

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Supply and Fabrication of Fe-500 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 overlaping to the required length wherever 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, Fe-500 grade as per MORT&H Vth specification No.1600

2.11

95609

201735.56

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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 overlaping to the required length wherever 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, Fe-500 grade as per MORT&H Vth specification No.1600

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 including cost of 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, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert. as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.

20

712

14249.6

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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 MORTH rev.V 2706

4.8

177

852

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Filling clean gritty gravel having ϕ value more than 35º including cost and conveyance 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 for water and all other incidental charges etc, complete for as per section CI.710.1.4 & Appendix -6 of IRC : 78-2014

11.75

314

3699.61

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Sub estimate for construction of PCC Retaining wall at km 1/0 Earthwork excavation in all classes of soil except hardrock 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 FOUNDATION OF RETAINING WALLS. as per MORTH rev.V 111,112,304

410.63

246

101228.51

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. as per MORTH rev.V 1000,1500,1700,2100,2200

82.13

6299

517403.4

... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Below the Ground Level as per MORTH rev.V 1000,1500,1700,2200

216

7194

1554078.96

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Above the ground level as per MORTH rev.V 1000,1500,1700,2200

213.75

8682

1855786.05

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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.2707 of MORT&H Vth rev. as per MORTH rev.V 2706

176

177

31240

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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per MORTH rev.V 1000,1500,1700,2200,2300

11.25

11354

127734.53

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Sub Total Amount for above all items (excluding GST)

1

26024310

-

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GST 18% for above SubTotal Amount

1

4684375

4684375.83

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

-

-

30708686.02



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