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₹ 4,54,09,000
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 6 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 having experience in civil engineering construction, specifically in fields such as highways and airfields, bridge works, and asphaltic overlays. The bidder should have completed similar works with a value of at least Rs. 454.09 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.181.64 Lakhs. The bidder should have also 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.181.64 Lakhs. 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: 5444.76 m3 (with a minimum of 2178.00 m3)
- GSB / WMM: 6311.14 m3 (with a minimum of 2524.00 m3)
- BM / DBM: 877.00 m3 (with a minimum of 351.00 m3)
- BC / SDBC (Wearing Course): 527.00 m3 (with a minimum of 211.00 m3)
- VCC/ VRCC: 499.30 m3 (with a minimum of 200.00 m3)
- Steel: 16.48 Mt (with a minimum of 6.592 Mt) The required prior work experience for the bidder is as follows: - 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 of experience in similar works and one Diploma Holder in Civil Engineering with five years of experience in similar works.
- For works above Rs. 1000.00 Lakhs to Rs. 5000.00 Lakhs, the bidder should have one B.E Degree Holder in Civil Engineering with one year of experience in similar works and two Diploma Holders in Civil Engineering with five years of experience in similar works.
- For works above Rs. 5000.00 Lakhs to Rs. 10000.00 Lakhs, the bidder should have two B.E Degree Holders in Civil Engineering with one year of experience in similar works and four Diploma Holders in Civil Engineering with five years of experience in similar works.
- For works above Rs. 10000.00 Lakhs to Rs. 20000.00 Lakhs, the bidder should have three B.E Degree Holders in Civil Engineering with one year of experience in similar works and six Diploma Holders in Civil Engineering with five years of experience in similar works.
- For works above Rs. 20000.00 Lakhs, the bidder should have four B.E Degree Holders in Civil Engineering with one year of experience in similar works and eight Diploma Holders in Civil Engineering with five years of experience in similar works. No specific percentage of similar works completed is mentioned, but the bidder is required to complete a certain percentage of work within specified timeframes: - 10% of the work should be completed within the 1st month, - 40% of the work should be completed within the 2nd two months, - 80% of the work should be completed within the 3rd two months, - 100% of the work should be completed within the last one month.
Costs
EMD
₹ 2,37,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.02 / Si.no.03 / 2025-2026 / Sdo / Cpt - 07
Description
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Contact
Tender Id
2025_HWAY_544156_1Tender No
TN.No.02 / 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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Construction of Granular Sub-Base Grade V of 100mm 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 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
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-
-
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Road A
1450
2141
3105059
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Road B
270
2286
617387.4
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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
3710
2343
8694570.5
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Road B
673
2343
1577209.15
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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
14838
83
1244611.44
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Road B
2691
83
225774.9
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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
14838
19
292308.6
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Road B
2691
19
53012.7
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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
742
9217
6839281.12
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Road B
135
9217
1244343.6
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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
446
11892
5303912.28
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Road B
81
11892
963266.58
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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
3537
238
841806
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Road B
772
238
183736
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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
16
574
9194.4
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Road B
3
574
1723.95
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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
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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Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star hape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
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-
-
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Road B
40
1220
48808.8
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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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-
-
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Road A - Two Cell 2x2 at km 2/4
8.99
283
2545.43
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Road A - Single Cell 2x1.50 at km 2/8
7.84
283
2219.82
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Road A - Two Cell 2x2 at km 3/4
11.24
283
3182.49
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Road A - Single Cell 2x1.50 at km 3/9
6
283
1698.84
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Road B - Single Cell 2x1.50 at km 0/2
12.21
283
3457.14
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Dismantling of Cut Stone Slabs 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 B - Single Cell 2x1.50 at km 0/2
12
512
6155.16
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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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Road A - Two Cell 2x2 at km 2/4
131.78
246
32486.41
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Road A - Single Cell 2x1.50 at km 2/8
72.83
246
17954.05
... More
Road A - Two Cell 2x2 at km 3/4
145.79
246
35940.15
... More
Road A - Single Cell 2x1.50 at km 3/9
72.83
246
17954.05
... More
Road B - Single Cell 2x1.50 at km 0/2
78.91
246
19452.89
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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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Road A - Two Cell 2x2 at km 2/4
8.11
5947
48230.9
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Road A - Single Cell 2x1.50 at km 2/8
5.29
5947
31460.11
... More
Road A - Two Cell 2x2 at km 3/4
9.51
5963
56708.13
... More
Road A - Single Cell 2x1.50 at km 3/9
5.29
5963
31544.27
... More
Road B - Single Cell 2x1.50 at km 0/2
6.2
6260
38815.72
... More
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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Road A - Two Cell 2x2 at km 2/4
62.65
11470
718621.19
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Road A - Single Cell 2x1.50 at km 2/8
32.41
11649
377546.04
... More
Road A - Two Cell 2x2 at km 3/4
73.89
11452
846206.75
... More
Road A - Single Cell 2x1.50 at km 3/9
32.41
11664
378061.68
... More
Road B - Single Cell 2x1.50 at km 0/2
38.06
11933
454194.72
... More
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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-
-
... More
Road A - Two Cell 2x2 at km 2/4
3.8
95609
363315.23
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Road A - Single Cell 2x1.50 at km 2/8
2.13
95609
203647.75
... More
Road A - Two Cell 2x2 at km 3/4
4.5
95609
430241.72
... More
Road A - Single Cell 2x1.50 at km 3/9
2.13
95609
203647.75
... More
Road B - Single Cell 2x1.50 at km 0/2
2.47
95609
236154.9
... 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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-
-
... More
Road A - Two Cell 2x2 at km 2/4
0.2
95609
19121.85
... More
Road A - Single Cell 2x1.50 at km 2/8
0.1
95609
9560.93
... More
Road A - Two Cell 2x2 at km 3/4
0.24
95609
22946.23
... More
Road A - Single Cell 2x1.50 at km 3/9
0.1
95609
9560.93
... More
Road B - Single Cell 2x1.50 at km 0/2
0.13
95609
12429.21
... More
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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-
-
... More
Road A - Two Cell 2x2 at km 2/4
37.8
714
27023.6
... More
Road A - Single Cell 2x1.50 at km 2/8
19.5
714
13940.75
... More
Road A - Two Cell 2x2 at km 3/4
45.86
716
32841.26
... More
Road A - Single Cell 2x1.50 at km 3/9
19.5
716
13964.34
... More
Road B - Single Cell 2x1.50 at km 0/2
130.9
719
94216.58
... 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 Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
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-
-
... More
Road A - Two Cell 2x2 at km 2/4
50.02
7665
383422.81
... More
Road A - Single Cell 2x1.50 at km 2/8
32.2
7905
254568.69
... More
Road A - Two Cell 2x2 at km 3/4
50.02
7681
384218.63
... More
Road A - Single Cell 2x1.50 at km 3/9
32.2
7921
255080.99
... More
Road B - Single Cell 2x1.50 at km 0/2
32.2
8220
264693.66
... 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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-
-
... More
Road A - Two Cell 2x2 at km 2/4
2.27
10627
24123.49
... More
Road A - Single Cell 2x1.50 at km 2/8
1.17
10977
12843.21
... More
Road A - Two Cell 2x2 at km 3/4
2.27
10643
24159.61
... More
Road A - Single Cell 2x1.50 at km 3/9
1.17
10993
12861.82
... More
Road B - Single Cell 2x1.50 at km 0/2
1.17
11290
13210.01
... More
Filling Gravel behind the culvert walls with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35 conveyence of gravel to worksite laying, handling charges and filling in layers tamping under Optimum Moisture content to get the maximum density, including watering, with all leads and lifts for water and allother incidental charges, etc.., Complete as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014 as per MORTH Rev. V Specification No.1000
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-
-
... More
Road A - Two Cell 2x2 at km 2/4
14.11
324
4578.7
... More
Road A - Single Cell 2x1.50 at km 2/8
10.89
324
3533.81
... More
Road A - Two Cell 2x2 at km 3/4
17.89
324
5805.31
... More
Road A - Single Cell 2x1.50 at km 3/9
10.89
324
3533.81
... More
Road B - Single Cell 2x1.50 at km 0/2
13.62
324
4419.69
... More
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MOR&H Vth specification No.2706
-
-
-
... More
Road A - Two Cell 2x2 at km 2/4
9.6
177
1704
... More
Road A - Single Cell 2x1.50 at km 2/8
6.4
177
1136
... More
Road A - Two Cell 2x2 at km 3/4
9.6
177
1704
... More
Road A - Single Cell 2x1.50 at km 3/9
6.4
177
1136
... More
Road B - Single Cell 2x1.50 at km 0/2
6.4
177
1136
... More
Carted earth with lead of 5 km including cost of Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of diversion road.
-
-
-
... More
Road A - Two Cell 2x2 at km 2/4
137
238
32606
... More
Road A - Single Cell 2x1.50 at km 2/8
102.75
238
24454.5
... More
Road A - Two Cell 2x2 at km 3/4
154.12
238
36680.56
... More
Road A - Single Cell 2x1.50 at km 3/9
102.75
238
24454.5
... More
Road B - Single Cell 2x1.50 at km 0/2
137
238
32606
... More
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.
-
-
-
... More
Road A - Two Cell 2x2 at km 2/4
22.5
2141
48181.95
... More
Road A - Single Cell 2x1.50 at km 2/8
16.88
2141
36147.17
... More
Road A - Two Cell 2x2 at km 3/4
25.31
2141
54199.34
... More
Road A - Single Cell 2x1.50 at km 3/9
16.88
2141
36147.17
... More
Road B - Single Cell 2x1.50 at km 0/2
22.5
2286
51448.95
... More
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)
-
-
-
... More
Road A - Two Cell 2x2 at km 2/4
22.5
2343
52729.88
... More
Road A - Single Cell 2x1.50 at km 2/8
16.88
2343
39559.12
... More
Road A - Two Cell 2x2 at km 3/4
25.31
2343
59315.25
... More
Road A - Single Cell 2x1.50 at km 3/9
16.88
2343
39559.12
... More
Road B - Single Cell 2x1.50 at km 0/2
22.5
2343
52729.88
... More
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 Existing CC Pavement as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
... More
Road A - Wearing Coat at Km 3/400
23.66
738
17480.72
... 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.
-
-
-
... More
Road A - Wearing Coat at Km 3/400
0.68
95609
65014.3
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
38481600
-
... More
GST 18% for above SubTotal Amount
1
6926688
6926688.06
... More
Total in Figures (SubTotal + GST)
-
-
45408288.41
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