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 Panayacheri To Maduravasal Road Km.0/0-2/390 in Tiruvallur, Tamil Nadu, with an estimated contract value of Rs. 3,13,07,000. The bid opening date for this tender is 19-04-2025 and the last date for bid submission is 05-05-2025.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 Date19 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 3,13,07,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I
Bid Capacity
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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) rate of inflation may be taken as 10% per year which will take into account the completed as well as works in progress; B is Value at current price level of the existing commitments and ongoing works to be completed during the next 5 months (Period of completion of works for which bids are invited); and 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. They should have a consistent history of completing similar works, with no consistent history of litigation awarded against them or financial failure due to bankruptcy. 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. 125.23 Lakhs. They should have also 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. 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: 3725.51 m3 (completed) and 1491.00 m3 (required)
- GSB/WMM: 3193.50 m3 (completed) and 1278.00 m3 (required)
- BM/DBM: 422.00 m3 (completed) and 169.00 m3 (required)
- BC/SDBC (Wearing Course): 253.00 m3 (completed) and 102.00 m3 (required)
- VCC/VRCC: 652.81 m3 (completed) and 262.00 m3 (required)
- Steel: 20.04 Mt (completed) and 8.016 Mt (required) The bid capacity to execute the work should be greater than Rs. 313.07 Lakhs. The bidder should also have access to liquid assets or credit facilities of at least 10% of the contract value, which is Rs. 31.31 Lakhs. The required prior work experience includes completion of works such as highways, road, bridge, and airport contracts. The percentage of similar works completed is 40% of the value of the contract, and the value is at least 40% of the proposed contract, which is Rs. 125.23 Lakhs. The bidder should have completed at least one contract with a value of at least 40% of the proposed contract in any one year within the last five years.
Costs
EMD
₹ 1,67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panayacheri To Maduravasal Road Km.0/0-2/390
Description
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Contact
Tender Id
2025_HWAY_547168_1Bid Award Id
ViewTender No
TN.No.12 / 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.
1271
21
27758.64
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Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
0.1
95609
9560.93
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Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
128.81
8765
1129111.11
... More
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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Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
1.17
11848
13863.17
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Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
58.5
780
45663.93
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
356.67
246
87926.29
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
4.68
11837
55401.28
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
21.15
6807
143986.45
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
7.5
486
3646.5
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
0.4
95609
38243.71
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
129.65
12509
1621902.05
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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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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 Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
0.3
95609
28682.78
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Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
7.2
177
1278
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
267.5
246
65944.1
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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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Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
30.14
324
9780.43
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Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
342
238
81396
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Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
97.23
12509
1216332.72
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Sub Total Amount for above all items (excluding GST)
1
26530635
-
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Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
30
486
14586
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Direction and Place Identification Signs- Type- IV Providing and erecting 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
12749.4
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Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
32.2
8755
281932.57
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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 etc., complete (as per MORTH SPECIFICATION No.805)
2
2197
4394
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GST 18% for above SubTotal Amount
1
4775514
4775514.34
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Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
8.5
95609
812678.8
... 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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Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
22.5
2489
56021.85
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
32.2
8777
282639.36
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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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Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
32.41
12521
405833.16
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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)
9
574
5171.85
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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 Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
114
238
27132
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Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
10.05
324
3261.23
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
67.5
2489
168065.55
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
22.5
486
10939.5
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
7.2
177
1278
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
0.1
95609
9560.93
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SUB ESTIMATE
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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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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Carted earth including cost and conveyance an average lead of 5km to worksite and stacking 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., sec.304 &305
1897
238
451486
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Total in Figures (SubTotal + GST)
-
-
31306149.53
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Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
7.5
486
3646.5
... More
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 (Specification Number as per MORT&H Rev.V 111,112,503,900)
8431
19
166006.39
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
90
2489
224087.4
... More
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 30mm 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 (Specification Number as per MORT&H Rev.V 111,112,507,900)
253
12382
3132678.89
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Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
3.51
11837
41550.96
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
2.13
95609
203647.75
... More
Vibrated Reinforced 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.
-
-
-
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
40.18
324
13038.41
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
89.17
246
21982.19
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
21.6
177
3834
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
89.17
246
21982.19
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
28.8
177
5112
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
96.61
8765
846855.24
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
2.13
95609
203647.75
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechanical 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 (Specification Number as per MORT&H Rev.V 111,112,406,900)
2108
2840
5988258.84
... More
Clearing Scrub jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth. (Specification Number as per MORT&H Rev.V 201)
3228
5
19174.32
... More
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)
422
9730
4106152.84
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Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
78
780
60885.24
... 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 (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
22.5
2489
56021.85
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
19.5
779
15204.93
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
19.5
781
15237.69
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
114
238
27132
... More
Single cell Box culvert (2x1.5) @ Km 0/10(I),(II)&1/2(I),(II) (Reconstruction)
456
238
108528
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
15.87
6807
108040.9
... More
Single cell Box culvert (2x1.5) @ Km 1/6(I),(II)&(III) (Reconstruction)
6.38
95609
609987.14
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
10.05
324
3261.23
... More
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.)
-
-
-
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
32.41
12499
405121.76
... More
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 (Specification Number as per MORT&H Rev.V 111,112,502,900)
8431
83
706939.35
... More
Single cell Box culvert (2x1.5) @ Km 0/8(Reconstruction)
5.29
6796
35955.6
... More
Single cell Box culvert (2x1.5) @ Km 1/10 (Reconstruction)
5.29
6818
36071.72
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