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₹ 5,66,00,000
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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The formula for bid capacity is: 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, N is the Number of years prescribed for completion of the works, and B is the Value at current price level of the existing commitments and ongoing works to be completed during the period of completion of works.
Technical Capacity
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The bidder is required to have prior work experience in similar nature of work, including the following minimum quantities of works completed in any one year during the last five years: - Earth work: 2701 cum
- GSB: 1126 cum
- WMM / WBM: 1993 cum
- BM / DBM: 400 cum
- BC/ SDBC/ CGPC / PCSC: 239 cum
- CC / VCC / VRCC: 458 cum The bidder should have achieved average annual turnover of at least 40% of the value of contract applied for, which is Rs. 226.40 Lakhs. The bidder should have successfully completed at least one contract of similar nature (Highway road and/or Bridge works / Airport contract) with a value of at least 40% of the proposed contract, which is Rs. 226.40 Lakhs. The bidder's experience in similar nature of work should be at least Rs. 566.00 Lakhs. No specific percentage of similar works completed is mentioned, but the bidder should have completed similar works. The bidder should have experience as a Prime Contractor for a certain number of years. The bidder should also provide details of their experience in various fields of civil engineering construction. The bidder should have completed at least one contract of similar nature with a value of at least 40% of the proposed contract, which is Rs. 226.40 Lakhs, in any one year within the last five years.
Costs
EMD
₹ 2,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_541523_11Tender No
TN.No.06/2025-26/SDO/TRY-NRRTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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-B
388.75
21
8490.3
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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORTH Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900
-
-
-
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Road-A
1500.16
2026
3039564.19
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Road-B
1314.6
1973
2594179.06
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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
2500.25
2211
5528402.79
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Road-B
2482.42
2211
5488978.16
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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
10000.98
84
843382.64
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Road-B
9929.62
84
837364.86
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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
10000.98
19
198619.46
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Road-B
9929.62
19
197202.25
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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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Road-A
501.93
9125
4580291.95
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Road-B
498.35
9125
4547623.16
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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
300.02
11836
3551111.73
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Road-B
297.89
11836
3525900.51
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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
2492.72
238
593342.14
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Road-B
2430.86
238
578617.61
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Supply and fixing of KM stone of standard design and drawing as per IRC :8-1980 (Second revision), including painting and numbering etc., and all other incidental charges etc complete.
-
-
-
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Road-A
2
2197
4394
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Road-B
2
2197
4394
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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
11
574
6321.15
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Road-B
11
574
6321.15
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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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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
47.7
283
13505.78
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Road-B
14.85
283
4204.63
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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
52.31
123
6447.73
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Road-B
25.11
123
3095.06
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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
183.93
246
45342.42
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Road-B
66.7
246
16442.88
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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
17.05
6231
106241.96
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Road-B
8.11
6185
50160.35
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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
105.69
11801
1247323.79
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Road-B
58.18
11209
652139.62
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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
7.76
95609
742214.76
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Road-B
4.37
95609
417812.51
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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
57.33
736
42221.83
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Road-B
37.8
732
27703.62
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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
3.79
11307
42857.06
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Road-B
2.27
10755
24413.85
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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
52.04
225
11712.12
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Road-B
8.96
225
2016.54
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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
80.23
7553
606017.31
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Road-B
21.66
7488
162190.08
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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
82.69
9198
760623.97
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Road-B
21.21
8904
188853.84
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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
48
192
9240
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Road-B
16
192
3080
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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
780
238
185663.4
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Road-B
191.25
238
45523.24
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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.
-
-
-
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Road-A
237.6
246
58573.15
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Road-B
291.6
246
71885.23
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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
188.6
7495
1413607.92
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Road-B
231.47
7453
1725145.91
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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
128.7
9288
1195375.9
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Road-B
157.95
9236
1458826.2
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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.
-
-
-
... More
Road-A
12.83
11052
141805.88
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Road-B
18.23
11018
200858.14
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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
82
192
15785
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Road-B
80.51
192
15498.18
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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
169.09
42
7245.51
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Road-B
218.7
42
9371.3
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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
47954701
-
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GST 18% for above SubTotal Amount
1
8631846
8631846.3
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Total in Figures (SubTotal + GST)
-
-
56586547.95
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