National Bank For Agriculture And Rural Development Tender
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The NABARD has issued a formal invitation for competitive bids for the National Bank For Agriculture And Rural Development project, for Upgradation Of Malayankulam To Vengacheri Thirumukkudal Road Km.0/0-2/800 in Kanchipuram, Tamil Nadu, with an estimated contract value of Rs. 2,33,49,000. The bid opening date for this tender is 24-05-2025 and the last date for bid submission is 09-06-2025. Interested bidders for National Bank For Agriculture And Rural Development tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 2,33,49,000
Technical
Technical
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 4 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 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 is required to provide details of their experience in various fields, including Mechanized granular pavement construction, Construction of Asphaltic Overlays, Construction of Bridge Works, and Construction of Bridge Works in Open Foundations. The exact percentage of similar works completed is not specified. However, the bidder should have achieved an average annual turnover of at least 40% of the value of the contract over the last five years. The applicant should have successfully completed at least one contract of at least 40% of the value of the proposed contract in any one year within the last five years. The required prior work experience includes specific quantities of works completed, such as:
- Earthwork: 2893.64 m3 (completed) and 1158.00 m3 (minimum required)
- GSB / WMM: 3617.52 m3 (completed) and 1448.00 m3 (minimum required)
- BM / DBM: 535.00 m3 (completed) and 214.00 m3 (minimum required)
- BC / SDBC (Wearing Course): 321.00 m3 (completed) and 129.00 m3 (minimum required)
- VCC/ VRCC: 179.25 m3 (completed) and 72.00 m3 (minimum required)
- Steel: 4.80 Mt (completed) and 1.92 Mt (minimum required) The value of the contract is Rs. 93.40 Lakhs, and the bidder should have an average annual turnover of at least 40% of this value, which is Rs. 37.36 Lakhs. The bid capacity to execute the work should be greater than Rs. 233.49 Lakhs. The applicant should also demonstrate access to liquid assets or credit facilities of at least 10% of the contract value, which is Rs. 23.35 Lakhs (10% of Rs. 233.49).
Costs
EMD
₹ 1,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Malayankulam To Vengacheri Thirumukkudal Road Km.0/0-2/800
Description
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Contact
Tender Id
2025_HWAY_561080_1Tender No
TN.No.14 / SI.No.01 / 2025-2026 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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BOQ Items
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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 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)
2672
2070
-
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Providing and laying Prime Coat over 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)
10687
83
-
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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)
10687
19
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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)
535
8925
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Providing and laying Bituminous Concrete to 30mm 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)
321
11605
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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, 112 304&305.
2490
238
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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)
12
574
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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)
2
2197
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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
1.08
11805
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SUB ESTIMATE - Box Culvert
Dismantling the existing Stone masonry in the existing damaged pipe 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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Single Cell 2x2 at km 0/8
3.34
283
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Single Cell 2x2 at km 1/8i
2.28
283
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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 out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Box Culvert (Specification No.111,112,304.)
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Single Cell 2x2 at km 0/8
99.07
246
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Single Cell 2x2 at km 1/8i
99.07
246
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Plain Cement Concrete M15 grade (Nominal mix) 1:2:4 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
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-
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Single Cell 2x2 at km 0/8
5.29
6137
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Single Cell 2x2 at km 1/8i
5.29
6151
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Vibrated Reinforced Cement concrete in M25 grade (design mix) 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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Single Cell 2x2 at km 0/8
34.93
12137
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Single Cell 2x2 at km 1/8i
34.93
12150
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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 placing 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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Single Cell 2x2 at km 0/8
2.3
95609
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Single Cell 2x2 at km 1/8i
2.3
95609
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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 placing 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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Single Cell 2x2 at km 0/8
0.1
95609
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Single Cell 2x2 at km 1/8i
0.1
95609
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Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing 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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Single Cell 2x2 at km 0/8
19.5
729
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Single Cell 2x2 at km 1/8i
19.5
730
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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 Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
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Single Cell 2x2 at km 0/8
46.77
7920
-
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Single Cell 2x2 at km 1/8i
46.77
7933
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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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-
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Single Cell 2x2 at km 0/8
1.17
11167
-
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Single Cell 2x2 at km 1/8i
1.17
11181
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Filling Gravel behind the culvert walls with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35 conveyence of gravel to worksite laying, handling charges and filling in layers tamping under Optimum Moisture content to get the maximum density, including watering, with all leads and lifts for water and allother incidental charges, etc.., Complete as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014 as per MORTH Rev. V Specification No.1000
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Single Cell 2x2 at km 0/8
13.87
324
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Single Cell 2x2 at km 1/8i
13.87
324
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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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Single Cell 2x2 at km 0/8
9.6
177
-
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Single Cell 2x2 at km 1/8i
9.6
177
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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 making up of diversion road.
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Single Cell 2x2 at km 0/8
102.75
238
-
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Single Cell 2x2 at km 1/8i
102.75
238
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Construction of Granular Sub-Base Grade V of 150mm 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) for Diversion road.
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-
-
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Single Cell 2x2 at km 0/8
16.88
1811
-
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Single Cell 2x2 at km 1/8i
16.88
1811
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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 fo Diversion road as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
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-
-
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Single Cell 2x2 at km 0/8
16.88
2070
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Single Cell 2x2 at km 1/8i
16.88
2070
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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
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GST 18% for above SubTotal Amount
1
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Total in Figures (SubTotal + GST)
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