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₹ 5,41,75,000 
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 7 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 work. For works up to Rs. 200.00 Lakhs, one B.E Degree Holder (or) one Diploma Holder in Civil Engineering with five years of experience in similar works is required. For works above Rs. 200.00 Lakhs up to Rs. 1000.00 Lakhs, one B.E Degree Holder in Civil Engineering with one-year experience in similar works and one Diploma Holder in Civil Engineering with five years of experience in similar works are required. For works above Rs. 1000.00 Lakhs, the requirements increase accordingly. 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. Additionally, 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 contract applied for is Rs. 216.70 Lakhs. The bidder should also demonstrate experience in similar nature of work, including quantities of works completed in any one year during the last five years, such as: - Earthwork: 4351.32 m3 (completed) and 1741.00 m3 (required) - GSB/WMM: 4474.26 m3 (completed) and 1790.00 m3 (required) - BM/DBM: 798.00 m3 (completed) and 319.00 m3 (required) - BC/SDBC (Wearing Course): 479.00 m3 (completed) and 192.00 m3 (required) - VCC/VRCC: 1727.23 m3 (completed) and 691.00 m3 (required) - Steel: 19.66 mt (completed) and 7.864 mt (required) The contract has specific milestones, including: 1. 10% of the work should be completed in the first month, 2. 40% of the work should be completed in the next 2 months, 3. 70% of the work should be completed in the subsequent 2 months, 4. 100% of the work should be completed in the last 2 months. The bid capacity to execute the work should be greater than Rs. 541.75 Lakhs, and the bidder should have access to liquid assets or credit facilities of not less than 10% of the contract value, which is Rs. 54.18 Lakhs.

Costs

Summary

Tn.no.03 / Si.no.04 / 2025-2026 / Sdo / Cpt - 11

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.

-

-

-

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Road A

2165

21

47283.6

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Road B

3085

21

67376.4

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using 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 charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)

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-

-

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Road A

1624

2840

4613345.52

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Road B

2362

2840

6709804.26

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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 MORT&H Rev.V 111,112,502,900)

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-

-

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Road A

6494

83

544197.2

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Road B

9448

83

791742.4

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

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-

-

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Road A

6494

19

127736.98

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Road B

9448

19

185842.16

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)

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-

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Road A

325

9730

3162321.5

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Road B

473

9730

4602394.06

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 MORT&H Rev.V 111,112,507,900)

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-

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Road A

195

12382

2414515.35

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Road B

284

12382

3516524.92

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Carted earth including cost and conveyance an average lead of 5km to worksite and stackong 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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-

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Road A

1122

238

267036

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Road B

2091

238

497658

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Providing RCC M15 Grade Precast HM stone of standard design as per IRC 26- 1967 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)

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-

-

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Road A

9

574

5171.85

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Road B

10

574

5746.5

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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 Lettering ect., complete (as per MORTH SPECIFICATION No.805)

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-

-

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Road A

2

2197

4394

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Road B

2

2197

4394

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Providing and erecting of 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 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 0.9sq.m) Type-IV

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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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SUB ESTIMATE - CC Pavement 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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-

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Road A - at Km 0/500- 0/650

40.5

123

4992.03

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Road A - at Km 0/650- 0/800

40.5

123

4992.03

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Road A - at Km 0/800- 0/950

40.5

123

4992.03

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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 A - at Km 0/500- 0/650

144

2635

379448.64

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Road A - at Km 0/650- 0/800

144

2635

379448.64

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Road A - at Km 0/800- 0/950

144

2635

379448.64

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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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-

-

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Road A - at Km 0/500- 0/650

96

5881

564579.84

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Road A - at Km 0/650- 0/800

96

5892

565632.96

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Road A - at Km 0/800- 0/950

96

5892

565632.96

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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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-

-

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Road A - at Km 0/500- 0/650

63

8959

564470.55

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Road A - at Km 0/650- 0/800

63

8970

565162.29

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Road A - at Km 0/800- 0/950

63

8970

565162.29

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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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-

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Road A - at Km 0/500- 0/650

262.5

9653

2533912.5

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Road A - at Km 0/650- 0/800

262.5

9663

2536794.75

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Road A - at Km 0/800- 0/950

262.5

9663

2536794.75

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Supply and fabrication of 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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-

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Road A - at Km 0/500- 0/650

2.1

95609

200779.47

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Road A - at Km 0/650- 0/800

2.1

95609

200779.47

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Road A - at Km 0/800- 0/950

2.1

95609

200779.47

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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 A - at Km 0/500- 0/650

1050

100

105000

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Road A - at Km 0/650- 0/800

1050

100

105000

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Road A - at Km 0/800- 0/950

1050

100

105000

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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 A - at Km 0/500- 0/650

88.25

719

63451.75

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Road A - at Km 0/650- 0/800

88.25

719

63451.75

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Road A - at Km 0/800- 0/950

88.25

719

63451.75

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SUB ESTIMATE - Box Culvert Dismantling the the existing Plain Cement concrete in the existing damaged pipe 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.(Specification No.111,112,202.)

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

23.5

486

11425.7

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Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 our 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 (Specification No.111,112,304.)

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-

-

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Road B - Three Cell 3x3 at Km 1/6

322.62

246

79532.28

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Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100,2200

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

22.26

6522

145191.07

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Vibrated Reinforced Cement concrete in M25 using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

147.47

11614

1712746.07

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Vibrated Reinforced Cement concrete in M30 (design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Approach Slab

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

15.75

9630

151677.07

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Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

12.8

95609

1223798.66

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Supply and fabrication of steel grade Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

0.56

95609

53541.19

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Vibrated cement Concrete M30 design mix using 20mm and below 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 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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Road B - Three Cell 3x3 at Km 1/6

133.05

758

100959.67

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Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Wing wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

139.03

7896

1097832.32

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Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

4.83

11014

53197.77

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Filling Gravel behind the abutments and return 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 B - Three Cell 3x3 at Km 1/6

17.17

324

5571.67

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Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MOR&H Vth specification No.2706

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

19.2

177

3408

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Carted earth with lead of 5 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 Diversion road. (Specification Number as per MORT&H Rev.V 304,305)

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

171.25

238

40757.5

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Construction of Granular Sub-Base Grade V of 200mm 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 MORT&H Rev.V 111,112,401,900) for Diversion road.

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

28.13

2701

75980.82

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 200mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using 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 charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900) for Diversion road.

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

28.13

2840

79909.74

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Forming embankment with Carted Earth including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for 95% Compaction

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

276.98

357

99125.6

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Forming embankment with Carted Earth including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for 97% Compaction

-

-

-

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Road B - Three Cell 3x3 at Km 1/6

245.99

383

94435.56

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

-

-

-

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Sub Total Amount for above all items (excluding GST)

1

45910920

-

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GST 18% for above SubTotal Amount

1

8263965

8263965.75

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Total in Figures (SubTotal + GST)

-

-

54174886.61



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