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 Date28 Apr 2025
Tender Amount₹ 2,85,10,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class I.
Bid Capacity
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Assessed available bid capacity = (A x N x 2-B), where A is the Maximum value of construction works executed in any one year during the last five years, B is the Value at current price level of the existing commitments and ongoing works to be completed during the 3 Months, and N is the 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 in Machanised granular pavement construction, construction of asphaltic overlays, and construction of Bridge Works, including those with Open Foundations. The bidder should have completed similar works with a certain value and percentage, although specific amounts and percentages are not always mentioned. The bidder is required to have prior work experience in similar nature of work, including:
- Average annual turnover of at least 40% of the value of the contract applied for, which is Rs. 114.04 Lakhs, over the last five years.
- Successful completion of at least one contract (Highway 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. 114.04 Lakhs.
- Experience in completing minimum quantities of works, including: - Earth work: 1388 cum - WMM / WBM: 895 cum - BM / DBM: 207 cum - BC/ SDBC/ CGPC / PCSC: 124 cum - CC / VCC / VRCC: 287 cum The bidder should have prior work experience in Civil Engineering Construction Business, including road and bridge works. The bidder should furnish certificates countersigned by an Engineer not below the rank of Divisional Engineer. The bidder should demonstrate that they 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 applied for the construction, with a minimum of Rs. 28.51 Lakhs. The bid capacity to execute the work should be greater than Rs. 285.10 Lakhs. The available bid capacity will be calculated based on the maximum value of construction works executed in any one year during the last five years, updated to the current price level, and the value of existing commitments and ongoing works to be completed during the 3 months period. The bidder should provide information on the annual value of construction works undertaken for each of the last five years and projected for the current year. The bidder should also provide the value of works in hand, value of existing commitment of construction works, and value of anticipated orders for the next financial year. However, specific percentages of similar works completed are not mentioned, except that the bidder should have at least 40% of the value of the contract applied for, which is Rs. 114.04 Lakhs, over the last five years.
Costs
EMD
₹ 1,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_541448_1Tender No
TN.No.04/2025-26/SDO/TRY-NRRTender 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
Documents
BOQ Items
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Road-C
894
6
5757.36
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Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORTH Vth Revision 111, 112, 202, 303.4.3, 501
-
-
-
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Road-A
1117.58
21
24407.95
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Road-B
1217.67
21
26593.91
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Road-C
1113.66
21
24322.33
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Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Vth Revision 111, 112, 406, 900
-
-
-
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Road-A
838.19
2367
1984062.79
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Road-B
730.6
2224
1625175.86
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Road-C
668.19
2367
1581659.19
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Providing and laying of Prime coat using Emulsion bitumen (SS1) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 502, 900
-
-
-
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Road-A
3352.75
84
282569.77
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Road-B
3653
84
307838.31
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Road-C
3340.99
84
281511.82
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Providing and laying of tack coat using Emulsion bitumen (RS1) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
-
-
-
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Road-A
3352.75
19
66518.56
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Road-B
3653
19
72475.52
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Road-C
3340.99
19
66251.83
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Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk (VG 30) bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900
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-
-
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Road-A
167.64
9305
1560047.78
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Road-B
182.65
9150
1671258.46
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Road-C
167.06
9305
1554650.34
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Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORTH Vth Revision 111, 112, 501 507 900
-
-
-
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Road-A
100.58
12023
1209311.56
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Road-B
109.59
11868
1300617.41
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Road-C
100.23
12023
1205103.38
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Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for making up low berms as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
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Road-A
561
238
133534.83
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Road-B
532
238
126631.96
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Road-C
448
238
106637.44
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Supply and fixing of HM stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc complete.
-
-
-
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Road-A
4
574
2298.6
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Road-B
4
574
2298.6
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Road-C
4
574
2298.6
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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 25 mm x 25 mm x 3mm mild steel angle and supported on a mild steel angle post 75 x 75x 6 mm with clear height of not less than 2.10 m from the ground level to the bottom of sign board and 0.6 m below ground level. The sign post should be painted asper IRC 67-2012 and firmly fixed to the grond by meand of properly designed foundation with M15 grade CC 45 cmx45cmx60 cm size including cost and conveyance of all materials equipment,machinary andlabour 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 coefficent as per table 6.6 of IRC 67 2012. the retro reflective sheeting shall be covered under 7 years 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 MORTH specification No.801 (for sign having area more than 0.90 Sqm) Type - IV
-
-
-
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Road-A
2.16
11805
25498.8
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Road-B
2.16
11805
25498.8
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Road-C
2.16
11805
25498.8
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CONSTRUCTION OF BOX CULVERTS
-
-
-
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Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORTH Vth Revision 111, 112, 202
-
-
-
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Road-A
15.9
283
4501.93
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Road-B
31.8
283
9003.85
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Road-C
47.7
283
13505.78
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailingout water shoring strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORTH Vth Revision 304.
-
-
-
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Road-A
16.34
123
2014.07
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Road-B
28.38
123
3498.12
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Road-C
76.54
123
9434.32
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting, shoring and bracing and their subsequent removal of all logs, stumps and 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 FOUNDATION as per MORTH Vth Revision 304.
-
-
-
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Road-A
49.69
246
12249.58
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Road-B
45.66
246
11256.1
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Road-C
257.02
246
63360.57
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Plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
5.29
6146
32512.34
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Road-B
9.19
6005
55185.95
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Road-C
24.72
6077
150233.58
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Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm and 12mm ISS HBG graded metal including cost and conveyance of all materials to work site,, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT BASE SLAB, SIDE WALLS AND TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
34.77
11838
411607.26
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Road-B
51.79
11261
583207.19
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Road-C
168.52
11234
1893273.33
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Supply and fabrication of steel grade Fe-500 required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting 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 standard specification as per MORTH Vth Revision 1000, 1600.
-
-
-
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Road-A
2.37
95609
226498.36
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Road-B
3.72
95609
355857.7
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Road-C
11.76
95609
1124365.02
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Vibrated Cement Concrete M30 (Design mix) with surface reinforcement using 20mm 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to work site, but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Vth Revision 1500, 1600, 1700, 2702.2
-
-
-
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Road-A
19.5
729
14233.05
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Road-B
31.5
719
22654.8
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Road-C
100.5
724
72833.36
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Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
1.17
11060
12940.2
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Road-B
1.89
11096
20971.44
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Road-C
6.04
10828
65406.38
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Filling the trench with Carted earth including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete for Box culvert, Side wall as per MORTH V Revision 304
-
-
-
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Road-A
17
225
3826.02
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Road-B
22.98
225
5171.88
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Road-C
49.92
225
11235
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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
19.26
7486
144180.36
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Road-C
110.58
7307
808024.65
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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for RETURN WALL (ABOVE SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
25.9
9072
234964.8
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Road-C
128.01
8890
1138070.35
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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH Vth Revision 2700
-
-
-
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Road-A
16
192
3080
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Road-C
48
192
9240
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Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for Diversion Road as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
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Road-A
187.5
238
44630.63
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Road-B
390
238
92831.7
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Road-C
780
238
185663.4
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CONSTRUCTION OF RETAINING WALL
-
-
-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting, shoring and bracing and their subsequent removal of all logs, stumps and 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 FOUNDATION as per MORTH Vth Revision 304.
-
-
-
... More
Road-A
97.2
246
23961.74
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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BASE SLAB AND BODY WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
72.09
7157
515948.13
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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BODY WALL (Above Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
43.41
9209
399762.69
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Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
3.24
11277
36537.48
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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH Vth Revision 2700
-
-
-
... More
Road-A
64.09
192
12337.33
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Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
-
-
-
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Road-A
91.13
42
3904.92
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Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
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Sub Total Amount for above all items (excluding GST)
1
24156361
-
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GST 18% for above SubTotal Amount
1
4348145
4348145.08
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Total in Figures (SubTotal + GST)
-
-
28504506.63
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