National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 5,26,20,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I
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 the Maximum value of construction works executed in any one year during the last five years, B is the Value at current price level of the existing commitments and ongoing works to be completed during the next 7 months, and N is the Number of years prescribed for completion of the works, noting that 7 months may need to be converted to years for the calculation.
Technical Capacity
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The required prior work experience for the bidder includes experience as a prime contractor or sub-contractor in similar works, such as highways and airfields. The bidder should have experience in using heavy earthmoving equipment and quality control equipment for road work and bridge work. The bidder should provide details of their experience in mechanized granular pavement construction, construction of Asphaltic Overlays, and construction of Bridge Works, including Bridge Works in Open Foundations. The bidder should also provide information on their annual turnover for the last five years, with the amount billed to clients for each year for work in progress or completed. The required prior work experience for the bidder includes: - For works up to Rs. 200.00 Lakhs: One B.E Degree Holder (or) One Diploma Holder in Civil Engineering with Five year experience in similar works.
- 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’ experience in similar works.
- For works above Rs. 1000.00 Lakhs to Rs.5000.00 Lakhs: One B.E Degree Holder in Civil Engineering with one year experience in similar works and Two Diploma Holder in Civil Engineering with five years’ experience in similar works.
- For works above Rs. 5000.00 Lakhs to Rs.10000.00 Lakhs: Two B.E Degree Holder in Civil Engineering with one year experience in similar works and Four Diploma Holder in Civil Engineering with five years’ experience in similar works.
- For works above Rs. 10000.00 Lakhs to Rs.20000.00 Lakhs: Three B.E Degree Holder in Civil Engineering with one year experience in similar works and Six Diploma Holder in Civil Engineering with five years’ experience in similar works.
- For works above Rs. 20000.00 Lakhs: Four B.E Degree Holder in Civil Engineering with one year experience in similar works and Eight Diploma Holder in Civil Engineering with five years’ experience in similar works. The values of similar works completed are:
- Earthwork: 5213.10 m3 (maximum) and 2086.00 m3 (minimum)
- GSB / WMM: 6257.63 m3 (maximum) and 2504.00 m3 (minimum)
- BM / DBM: 886.13 m3 (maximum) and 355.00 m3 (minimum)
- BC / SDBC (Wearing Course): 515.00 m3 (maximum) and 206.00 m3 (minimum)
- VCC/ VRCC: 725.74 m3 (maximum) and 291.00 m3 (minimum)
- Steel: 20.82 MT (maximum) and 8.328 MT (minimum) 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 contract value is mentioned as Rs. 210.48 Lakhs. The bidder should also demonstrate access to liquid assets or credit facilities of not less than 10% of the contract value, which is Rs. 52.62 Lakhs. No specific percentage of similar works completed is mentioned, other than the requirement that the bidder should have earlier carried out satisfactorily work of similar size, nature, and complexity.
Costs
EMD
₹ 2,73,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.01 / Si.no.04 / 2025-2026 / Sdo / Cpt - 04
Description
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Contact
Tender Id
2025_HWAY_544150_1Tender No
TN.No.01 / SI.No.04 / 2025-2026 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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 B
2494
21
54468.96
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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 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
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Road A
1831
2542
4655610.46
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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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Road A
2300
2840
6533679
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Road B
1986
2840
5641689.78
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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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Road A
9199
83
771336.15
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Road B
7943
83
666179.41
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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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Road A
9199
19
181128.31
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Road B
7943
19
156397.67
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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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Road A
460
9730
4475901.2
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Road B
398
9730
3872627.56
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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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Road A
276
12382
3417467.88
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Road B
239
12382
2959329.07
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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., 111, 112 408 &900.
-
-
-
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Road A
2380
238
566440
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Road B
1282
238
305116
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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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Road A
10
574
5746.5
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Road B
8
574
4597.2
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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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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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Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
-
-
-
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Road A
10
1220
12202.2
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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 A - Single Cell 2x2 at Km 0/6 & 1/6
9.75
486
4740.45
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Road A - Single Cell 2x2 at Km 2/0(i)
19.73
486
9592.73
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Road A - Two Cell 3x3 at Km 2/0(ii)
14.23
486
6918.63
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
39.46
486
19185.45
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Dismantling the the existing RCC Cement concrete in the existing causeway / bridge 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 A - Single Cell 2x2 at Km 0/6 & 1/6
4
4308
17234.8
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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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Road A - Single Cell 2x2 at Km 0/6
99.07
246
24422.74
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Road A - Single Cell 2x2 at Km 1/6
99.07
246
24422.74
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Road A - Single Cell 2x2 at Km 2/0(i)
99.07
246
24422.74
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Road A - Two Cell 3x3 at Km 2/0(ii)
269.81
246
66513.56
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
198.14
246
48845.47
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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 A - Single Cell 2x2 at Km 0/6
5.29
6851
36245.92
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Road A - Single Cell 2x2 at Km 1/6
5.29
6860
36294.58
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Road A - Single Cell 2x2 at Km 2/0(i)
5.29
6860
36294.58
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Road A - Two Cell 3x3 at Km 2/0(ii)
18.25
6860
125212.89
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
10.57
7035
74369.67
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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 A - Single Cell 2x2 at Km 0/6
34.93
12851
448890.32
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Road A - Single Cell 2x2 at Km 1/6
34.93
12860
449211.68
... More
Road A - Single Cell 2x2 at Km 2/0(i)
34.93
12860
449211.68
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Road A - Two Cell 3x3 at Km 2/0(ii)
101.92
12230
1246527.46
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
69.86
13035
910644.66
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Vibrated Reinforced Cement concrete in M30 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 A - Two Cell 3x3 at Km 2/0(ii)
15.75
9938
156538.62
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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 A - Single Cell 2x2 at Km 0/6
2.3
95609
219901.32
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Road A - Single Cell 2x2 at Km 1/6
2.3
95609
219901.32
... More
Road A - Single Cell 2x2 at Km 2/0(i)
2.3
95609
219901.32
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Road A - Two Cell 3x3 at Km 2/0(ii)
8.4
95609
803117.87
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
4.6
95609
439802.64
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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 A - Single Cell 2x2 at Km 0/6
0.1
95609
9560.93
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Road A - Single Cell 2x2 at Km 1/6
0.1
95609
9560.93
... More
Road A - Single Cell 2x2 at Km 2/0(i)
0.1
95609
9560.93
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Road A - Two Cell 3x3 at Km 2/0(ii)
0.42
95609
40155.89
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
0.2
95609
19121.85
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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 A - Single Cell 2x2 at Km 0/6
19.5
783
15286.64
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Road A - Single Cell 2x2 at Km 1/6
19.5
784
15300.29
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Road A - Single Cell 2x2 at Km 2/0(i)
19.5
784
15300.29
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Road A - Two Cell 3x3 at Km 2/0(ii)
106.43
784
83508.17
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Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
39
797
31121.22
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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
-
-
-
... More
Road A - Single Cell 2x2 at Km 0/6
46.77
8634
403819.2
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Road A - Single Cell 2x2 at Km 1/6
46.77
8643
404249.48
... More
Road A - Single Cell 2x2 at Km 2/0(i)
46.77
8643
404249.48
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
130.79
8282
1083227.63
... More
Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
93.54
8818
824862.85
... More
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
-
-
-
... More
Road A - Single Cell 2x2 at Km 0/6
1.17
11881
13901.69
... More
Road A - Single Cell 2x2 at Km 1/6
1.17
11890
13912.46
... More
Road A - Single Cell 2x2 at Km 2/0(i)
1.17
11890
13912.46
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
3.24
11428
37028.79
... More
Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
2.34
12065
28234.28
... More
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
-
-
-
... More
Road A - Single Cell 2x2 at Km 0/6
13.03
324
4228.24
... More
Road A - Single Cell 2x2 at Km 1/6
13.03
324
4228.24
... More
Road A - Single Cell 2x2 at Km 2/0(i)
13.03
324
4228.24
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
17.38
324
5639.81
... More
Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
26.9
324
8729.05
... More
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
-
-
-
... More
Road A - Single Cell 2x2 at Km 0/6
9.6
177
1704
... More
Road A - Single Cell 2x2 at Km 1/6
9.6
177
1704
... More
Road A - Single Cell 2x2 at Km 2/0(i)
9.6
177
1704
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
9.6
177
1704
... More
Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
19.2
177
3408
... More
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 making up of Diversion road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
... More
Road A - Single Cell 2x2 at Km 0/6 & 1/6
228
238
54264
... More
Road A - Single Cell 2x2 at Km 2/0(i)
114
238
27132
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
171.25
238
40757.5
... More
Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
228
238
54264
... More
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.
-
-
-
... More
Road A - Single Cell 2x2 at Km 0/6 & 1/6
45
2542
114419.7
... More
Road A - Single Cell 2x2 at Km 2/0(i)
22.5
2542
57209.85
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
28.13
2542
71525.03
... More
Road B - Single Cell 2x2 at Km 1/6(i) & 1/6(ii)
45
2793
125705.7
... More
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.
-
-
-
... More
Road A - Two Cell 3x3 at Km 2/0(ii)
28.13
2840
79909.74
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
44593114
-
... More
GST 18% for above SubTotal Amount
1
8026760
8026760.56
... More
Total in Figures (SubTotal + GST)
-
-
52619874.77
Evaluation Notes How It Works ?
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