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₹ 5,38,12,000
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 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 includes experience in using heavy earthmoving equipment and quality control equipment for Road work & Bridge work, mechanized granular pavement construction, construction of Asphaltic Overlays, and construction of Bridge Works. The bidder should have experience in similar nature of work, specifically in Highways and Airfields. The bidder should have completed similar works with a value of at least the estimated cost of the current project, which is Rs.538.12 Lakhs. The bidder should provide details of quantities of major items of work, such as length of bridge, earthwork for embankment, and providing and laying of various materials. The value of similar works completed should be substantiated with proper records and evidence. The bidder should demonstrate experience in similar nature of work, including quantities of works completed in any one year during the last five years, such as:
- Earthwork: 6358.51 m3 (or 2543.00 M3)
- GSB/WMM: 5564.26 m3 (or 2226.00 M3)
- BM/DBM: 1085.00 m3 (or 434.00 M3)
- BC/SDBC (Wearing Course): 651.00 m3 (or 260.00 M3)
- VCC/VRCC: 576.48 m3 (or 231.00 M3)
- Steel: 15.21 Mt (or 6.084 Mt) 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.215.25 Lakhs. 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, which is also Rs.215.25 Lakhs. The required prior work experience for the bidder varies based on the value of the works. For example, for works 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 works 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 experience in similar works and one Diploma Holder in Civil Engineering with five years of experience in similar works. In terms of similar works completed, the bidder is expected to have completed a certain percentage of work within specified timeframes. The details are as follows:
- Within the 1st month, 10% of the work should be completed.
- Within the 3rd month, 40% of the work should be completed.
- Within the 6th month, 70% of the work should be completed.
- Within the 9th month, 100% of the work should be completed. The bid capacity to execute the work should be greater than Rs. 538.12 Lakhs. The bidder should also have access to liquid assets or credit facilities of at least 10% of the contract value, which is Rs. 53.81 Lakhs.
Costs
EMD
₹ 2,79,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.04 / Si.no.02 / 2025-2026 / Sdo / Cpt - 13
Description
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Contact
Tender Id
2025_HWAY_544171_1Tender No
TN.No.04 / SI.No.02 / 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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-
-
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Road A
3369
21
73578.96
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Road B
3736
21
81594.24
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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
2562
2840
7277950.26
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Road B
2856
2840
8113124.88
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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
10245
83
858633.45
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Road B
11423
83
957247.4
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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
10245
19
201519.15
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Road B
11423
19
224690.41
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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
513
9730
4991602.86
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Road B
572
9730
5565685.84
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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
308
12382
3813696.04
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Road B
343
12382
4247070.59
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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
2366
238
563108
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Road B
2750
238
654500
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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
11
574
6321.15
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Road B
12
574
6895.8
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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
3
2197
6591
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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 - 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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-
-
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
16.8
486
8168.16
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Road B - Single Cell 3x3 at Km 2/2
5.6
486
2722.72
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Dismandling the existing RCC concrete in the existing damaged Slab culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete
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-
-
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Road A - Double Cell 2x2 at Km 1/8
11.7
4308
50411.79
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
4.8
4308
20681.76
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Road B - Single Cell 3x3 at Km 2/2
1.6
4308
6893.92
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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 A - Double Cell 2x2 at Km 1/8
154.73
246
38144.04
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
297.2
246
73265.74
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Road B - Single Cell 3x3 at Km 2/2
168.33
246
41496.71
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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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-
-
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Road A - Double Cell 2x2 at Km 1/8
8.11
6456
52363.51
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
15.87
6412
101770.5
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Road B - Single Cell 3x3 at Km 2/2
8.1
6423
52032.21
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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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-
-
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Road A - Double Cell 2x2 at Km 1/8
62.65
11979
750545.75
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
104.79
12412
1300666.06
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Road B - Single Cell 3x3 at Km 2/2
62.76
11821
741890.98
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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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-
-
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Road A - Double Cell 2x2 at Km 1/8
3.81
95609
364271.32
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
6.9
95609
659703.96
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Road B - Single Cell 3x3 at Km 2/2
3.84
95609
367139.6
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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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-
-
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Road A - Double Cell 2x2 at Km 1/8
0.2
95609
19121.85
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
0.3
95609
28682.78
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Road B - Single Cell 3x3 at Km 2/2
0.16
95609
15297.48
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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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-
-
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Road A - Double Cell 2x2 at Km 1/8
37.8
753
28493.26
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
58.5
750
43900.74
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Road B - Single Cell 3x3 at Km 2/2
28.8
751
21636.58
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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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-
-
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Road A - Double Cell 2x2 at Km 1/8
71.98
8105
583421.65
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
140.3
8195
1149776.74
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Road B - Single Cell 3x3 at Km 2/2
85.03
7965
677317.52
... 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
-
-
-
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Road A - Double Cell 2x2 at Km 1/8
2.27
11136
25280.22
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
3.51
11442
40164.12
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Road B - Single Cell 3x3 at Km 2/2
1.73
11217
19407
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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 A - Double Cell 2x2 at Km 1/8
14.96
324
4854.52
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
44.14
324
14323.43
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Road B - Single Cell 3x3 at Km 2/2
19.14
324
6210.93
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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 A - Double Cell 2x2 at Km 1/8
9.6
177
1704
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
28.8
177
5112
... More
Road B - Single Cell 3x3 at Km 2/2
9.6
177
1704
... 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 Diversion road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
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Road A - Double Cell 2x2 at Km 1/8
171.25
238
40757.5
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
342
238
81396
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Road B - Single Cell 3x3 at Km 2/2
114
238
27132
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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.
-
-
-
... More
Road A - Double Cell 2x2 at Km 1/8
28.13
2965
83407.14
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Road B - Single Cell 2x2 at Km 1/0, 1/6 (i)&(ii)
67.5
2925
197468.55
... More
Road B - Single Cell 3x3 at Km 2/2
22.5
2925
65822.85
... 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 - Double Cell 2x2 at Km 1/8
28.13
2840
79909.74
... More
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
45603350
-
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GST 18% for above SubTotal Amount
1
8208603
8208603.15
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Total in Figures (SubTotal + GST)
-
-
53811954
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