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 Date17 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 3,60,30,000
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 5 months N is Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction, specifically in fields such as highways and airfields. They should have completed similar works with a value of at least Rs. 360.30 Lakhs. 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.144.12 Lakhs. The bidder should have successfully completed at least one contract of similar nature (Highways road and/or Bridge works/Airport contract) with a value of at least 40% of the proposed contract in any one year within the last five years, which is Rs.144.12 Lakhs. The bidder should have completed at least 100% of similar works, and they should provide certificates of completion from the employer or engineer for the similar works completed. The bidder's experience in similar nature of work should include quantities of works completed in any one year during the last five years, such as:
- Earthwork: 1539.09 m3 (or at least 616.00 m3)
- GSB/WMM: 1441.50 m3 (or at least 577.00 m3)
- BM/DBM: 180.00 m3 (or at least 72.00 m3)
- BC/SDBC (Wearing Course): 108.00 m3 (or at least 43.00 m3)
- VCC/VRCC: 2647.25 m3 (or at least 1059.00 m3)
- Steel: 17.44 Mt (or at least 6.98 Mt) The bid capacity to execute the work should be greater than Rs.360.30 Lakhs, and the bidder should have access to or have available liquid assets (working capital, cash in hand) and/or credit facilities of not less than 10% of the contract value, which is Rs.36.03 Lakhs. The required percentage of similar works completed is 100%, and the value of similar works completed should be at least Rs. 360.30 Lakhs. The bidder should have completed a contract of at least 40% of the proposed contract value, which is Rs.144.12 Lakhs, in any one year within the last five years.
Costs
EMD
₹ 1,90,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.01 / Si.no.03 / 2025-2026 / Sdo / Cpt - 03
Description
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Contact
Tender Id
2025_HWAY_544147_1Tender No
TN.No.01 / SI.No.03 / 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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ROAD A
522
2516
1313487.72
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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)
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-
-
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ROAD A
897
2840
2548134.81
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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)
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-
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ROAD A
3586
83
300614.38
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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
3586
19
70572.48
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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
180
9730
1751439.6
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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)
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-
-
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ROAD A
108
12382
1337270.04
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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.
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-
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ROAD A
1283
238
305354
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Providing RCC M15 Grade Precast HM stone of standard desing 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
4
574
2298.6
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ROAD B
4
574
2298.6
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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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ROAD :A : Sub Estimates: (I) sub Work - Sub Estimate for Reconstruction of Single CELL Box Culvert of 2.00x2.00m At Km 0/10 of Koduveli to Ramapuram Link Road km 0/0-0/900
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-
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Dismantling the existing Brick masonry in the existing damaged 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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(I) sub Work At Km 0/10
3.75
283
1061.78
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Dismandling the existing plain cement concrete in the existing damaged 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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(I) sub Work At Km 0/10
4.5
486
2187.9
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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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(I) sub Work At Km 0/10
2
4308
8617.4
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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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-
-
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(I) sub Work At Km 0/10
142.09
246
35028.03
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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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(I) sub Work At Km 0/10
7.34
6665
48922.49
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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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(I) sub Work At Km 0/10
48.81
12611
615585.86
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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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-
-
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(I) sub Work At Km 0/10
3.15
95609
301169.2
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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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(I) sub Work At Km 0/10
0.15
95609
14341.39
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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 and Approach Slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
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-
-
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(I) sub Work At Km 0/10
28.86
769
22213.54
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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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(I) sub Work At Km 0/10
46.77
8447
395092.38
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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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(I) sub Work At Km 0/10
1.17
11695
13683.38
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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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-
-
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(I) sub Work At Km 0/10
21.52
324
6983.24
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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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(I) sub Work At Km 0/10
9.6
177
1704
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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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(I) sub Work At Km 0/10
114
238
27132
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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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(I) sub Work At Km 0/10
22.5
2516
56615.85
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Road :B Dismantling the existing concrete structure and disposing the demolished material for a lead of 5 km including all other incidental charges etc., for Dismantling Cement Concrete Road items as per SOR SI No 28 Page 34
-
-
-
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Road B
676
545
368521.4
... More
Vibrated Cement concrete in M15 CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Levelling course.
-
-
-
... More
Road B
726
6597
4789632.54
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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 B
1815
7826
14205877.95
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Supply and fabrication of Tor Steel required for all RCC items of works ivolved 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 provison of spacer bars, cover blocks and all other incidental charges etc, complete.
-
-
-
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Road B
14.14
98941
1399029.56
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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 B
572
719
411268
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Providing andfixing of seprable impermeable plastic sheet of thickness 125micron includin sealant including cost and conveyance of all materias to work site and labour charges for fixing etc..,complete
-
-
-
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Road B
7225
20
144500
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Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
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Sub Total Amount for above all items (excluding GST)
1
30533354
-
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GST 18% for above SubTotal Amount
1
5496004
5496004
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Total in Figures (SubTotal + GST)
-
-
36029358
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