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₹ 3,23,93,000
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) 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 varies based on the value of the work. For works up to Rs. 200.00 Lakhs, one B.E Degree Holder (or) one Diploma Holder in Civil Engineering with five years of experience in similar works is required. For works above Rs. 200.00 Lakhs up to Rs. 1000.00 Lakhs, 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 are required. For works above Rs. 1000.00 Lakhs to Rs. 5000.00 Lakhs, 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 are required. For works above Rs. 5000.00 Lakhs to Rs. 10000.00 Lakhs, 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 are required. For works above Rs. 10000.00 Lakhs to Rs. 20000.00 Lakhs, 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 are required. For works above Rs. 20000.00 Lakhs, 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 are required. In terms of value and percentage of similar works completed, the bidder should have completed at least 10% of the work in the first month, 60% of the work in the first two months, and 100% of the work in the first three months. The bidder should have successfully completed at least one contract (Highways road and/or Bridge works/Airport contract) of at least 40% of the proposed contract value in any one year within the last five years, which is Rs. 129.57 Lakhs. The bidder should have an average annual turnover of at least 40% of the contract value, which is Rs. 129.57 Lakhs. The bidder should have completed certain quantities of works in any one year during the last five years, including:
- Earthwork: 4102.77 m3 (with a minimum of 1641.00 m3)
- GSB/WMM: 3689.04 m3 (with a minimum of 1476.00 m3)
- BM/DBM: 549.00 m3 (with a minimum of 220.00 m3)
- BC/SDBC (Wearing Course): 330.00 m3 (with a minimum of 132.00 m3)
- VCC/VRCC: 709.08 m3 (with a minimum of 284.00 m3)
- Steel: 20.58 mt (with a minimum of 8.232 mt)
Costs
EMD
₹ 1,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.02 / Si.no.01 / 2025-2026 / Sdo / Cpt - 05
Description
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Contact
Tender Id
2025_HWAY_544153_1Tender No
TN.No.02 / SI.No.01 / 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 MORTH No.111,112, 202.
-
-
-
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Road B
2102
21
45907.68
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Construction of granular sub - base Gr-V of 150 mm 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.(Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
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Road A
232
1713
397474
... More
Road B
445
1752
780018.25
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/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., (Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
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Road A
403
2132
859470.04
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Road B
2339
2132
4988338.52
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Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, (Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
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Road A
1610
84
135256.1
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Road B
9354
84
785923.08
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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., (Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
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Road A
1610
19
31797.5
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Road B
9354
19
184741.5
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Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg 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 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc. (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
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Road A
81
9045
732698.46
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Road B
468
9048
4234492.08
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Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., (Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
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Road A
49
11762
576349.27
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Road B
281
11766
3306324.68
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Carted earth including cost and conveyance an average lead 4 & 5 km 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 specification as per MORTH Vth Rev., 304 & 305.
-
-
-
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Road A
365
224
81880.45
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Road B
1701
238
404838
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Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
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Road A
2
574
1149.3
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Road B
10
574
5746.5
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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 printing etc complete (as per MORT&H specification No.805).
-
-
-
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Road B
2
2197
4394
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Provision for Scheme Board 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 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm 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 painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm 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 co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. 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 0.95qm) TYPE -IV
-
-
-
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Road A
1.08
11805
12749.4
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Road B
1.08
11805
12749.4
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SUB ESTIMATE - Box Culvert: Dismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.111, 112, 202.
-
-
-
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Road.A Km-0/4 (Single vent 2x2)
18.44
283
5221.1
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Road.B Km-0/6 (Single vent 2x1.5)
17.35
283
4912.48
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Road.B Km-0/10 & 1/2 (Single vent 2x2)
32.52
283
9207.71
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Road.B Km-1/4 (Two vent 2x2)
28.58
283
8092.14
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Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
33.61
283
9516.34
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Road.B Km-2/4 (Single vent 2x1.5)
17.35
283
4912.48
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Dismantling the existing Cut Stone culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MOR&H Vth specification No.111, 112, 202.
-
-
-
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Road.A Km-0/4 (Single vent 2x2)
6.6
512
3385.34
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Earthwork excavation in all classes of soil except 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 as per MORT&H Vth specification No.111,112,304.
-
-
-
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Road.A Km-0/4 (Single vent 2x2)
126.76
246
31248.88
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Road.B Km-0/6 (Single vent 2x1.5)
66.98
246
16511.91
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
163.52
246
40310.95
... More
Road.B Km-1/4 (Two vent 2x2)
99.01
246
24407.95
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
163.52
246
40310.95
... More
Road.B Km-2/4 (Single vent 2x1.5)
66.98
246
16511.91
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Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
-
-
-
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Road.A Km-0/4 (Single vent 2x2)
5.29
6026
31881.08
... More
Road.B Km-0/6 (Single vent 2x1.5)
5.29
6097
32253.24
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
10.58
6083
64362.48
... More
Road.B Km-1/4 (Two vent 2x2)
8.11
6083
49336.46
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
10.58
6069
64218.48
... More
Road.B Km-2/4 (Single vent 2x1.5)
5.29
6069
32109.24
... More
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
34.93
11998
419095.38
... More
Road.B Km-0/6 (Single vent 2x1.5)
32.41
11771
381501.35
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
69.86
12054
842154.62
... More
Road.B Km-1/4 (Two vent 2x2)
62.65
11591
726191.81
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
69.86
12041
841203.82
... More
Road.B Km-2/4 (Single vent 2x1.5)
32.41
11743
380619.48
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Wing Wall of Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
82.7
7747
640739.75
... More
Road.B Km-0/6 (Single vent 2x1.5)
28.56
8226
234952.27
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
81.98
8002
656025.28
... More
Road.B Km-1/4 (Two vent 2x2)
44.97
7990
359318.84
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
81.98
7988
654909.53
... More
Road.B Km-2/4 (Single vent 2x1.5)
28.56
8199
234174.86
... More
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MORT&H Vth specification No.1600
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
2.31
95609
220857.41
... More
Road.B Km-0/6 (Single vent 2x1.5)
2.16
95609
206516.02
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
4.62
95609
441714.83
... More
Road.B Km-1/4 (Two vent 2x2)
3.81
95609
364271.32
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
4.62
95609
441714.83
... More
Road.B Km-2/4 (Single vent 2x1.5)
2.16
95609
206516.02
... More
Supply and fabrication of Fe.240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MORT&H Vth specification No.1600
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
0.1
95609
9560.93
... More
Road.B Km-0/6 (Single vent 2x1.5)
0.1
95609
9560.93
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
0.2
95609
19121.85
... More
Road.B Km-1/4 (Two vent 2x2)
0.2
95609
19121.85
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
0.2
95609
19121.85
... More
Road.B Km-2/4 (Single vent 2x1.5)
0.1
95609
9560.93
... 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 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 mixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
19.5
720
14059.11
... More
Road.B Km-0/6 (Single vent 2x1.5)
19.5
726
14163.83
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
39
725
28287.09
... More
Road.B Km-1/4 (Two vent 2x2)
37.8
725
27416.72
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
39
724
28246.53
... More
Road.B Km-2/4 (Single vent 2x1.5)
19.5
724
14123.27
... 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
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
13.45
324
4364.53
... More
Road.B Km-0/6 (Single vent 2x1.5)
11.75
413
4860.86
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
26.9
403
10857.11
... More
Road.B Km-1/4 (Two vent 2x2)
14.96
403
6038.01
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
26.9
393
10585.96
... More
Road.B Km-2/4 (Single vent 2x1.5)
11.75
393
4623.98
... More
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MOR&H Vth specification No.2706
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
12
177
2130
... More
Road.B Km-0/6 (Single vent 2x1.5)
4.8
177
852
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
9.6
177
1704
... More
Road.B Km-1/4 (Two vent 2x2)
4.8
177
852
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
9.6
177
1704
... More
Road.B Km-2/4 (Single vent 2x1.5)
4.8
177
852
... More
Carted earth with lead of 4 & 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 Km-0/4 (Single vent 2x2)
168.75
224
37855.69
... More
Road.B Km-0/6 (Single vent 2x1.5)
168.75
238
40162.5
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
337.5
238
80325
... More
Road.B Km-1/4 (Two vent 2x2)
168.75
238
40162.5
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
337.5
238
80325
... More
Road.B Km-2/4 (Single vent 2x1.5)
168.75
238
40162.5
... More
Construction of granular sub - base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 for Diversion Road. (Specification Number as per MORT&H Rev.V 111,112,401,900).
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
16.88
1713
28919.66
... More
Road.B Km-0/6 (Single vent 2x1.5)
16.88
1752
29588.11
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
33.75
1752
59158.69
... More
Road.B Km-1/4 (Two vent 2x2)
16.88
1752
29588.11
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
33.75
1752
59158.69
... More
Road.B Km-2/4 (Single vent 2x1.5)
16.88
1752
29588.11
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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 chargesfor Diversion road. (Specification Number as per MORT&H Rev.V 111,112,406,900).
-
-
-
... More
Road.A Km-0/4 (Single vent 2x2)
16.88
2132
35999.64
... More
Road.B Km-0/6 (Single vent 2x1.5)
16.88
2132
35999.64
... More
Road.B Km-0/10 & 1/2 (Single vent 2x2)
33.75
2132
71977.95
... More
Road.B Km-1/4 (Two vent 2x2)
16.88
2132
35999.64
... More
Road.B Km-1/8(i) & 1/8(ii) (Single vent 2x2)
33.75
2132
71977.95
... More
Road.B Km-2/4 (Single vent 2x1.5)
16.88
2132
35999.64
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
27451644
-
... More
GST 18% for above SubTotal Amount
1
4941295
4941295.97
... More
Total in Figures (SubTotal + GST)
-
-
32392940.26
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