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 Date17 Apr 2025
Closing Soon19 May 2025
Tender Amount₹ 2,37,30,000
Technical
Technical
Financial
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 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 Bridge Works with Open Foundations. The bidder should have 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: 1105 cum - GSB: 342 cum - WMM / WBM: 1023 cum - BM / DBM: 205 cum - BC/ SDBC/ CGPC / PCSC: 123 cum - CC / VCC / VRCC: 29 cum The bidder should have achieved an average annual turnover of at least 40% over the last five years. The bid capacity to execute the work should be greater than Rs. 237.30 Lakhs. The bidder is required to have prior work experience in similar nature of work, including:
1. Average annual turnover of at least 40% of the value of contract applied for, which is Rs.94.92 Lakhs, over the last five years.
2. 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.94.92 Lakhs. No specific percentage of similar works completed is mentioned, but the bidder is required to provide information on their experience and capabilities in order to demonstrate their qualifications for the contract.
Costs
EMD
₹ 1,29,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_549561_2Tender No
TN.No.11/2025-26/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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Road-C
480
6
3091.2
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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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-
-
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Road-A
561.75
21
12268.62
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for box cutting for widening portion as per MORTH Vth Rev., 111, 112 & 201
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-
-
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Road-B
336
123
41415.36
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Road-C
560
123
69025.6
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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-B
427
2534
1082030.81
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Road-C
427
2520
1076394.41
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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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-
-
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Road-A
422.24
2504
1057630.97
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Road-B
1067.5
2504
2673884.68
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Road-C
1067.5
2504
2673884.68
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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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-
-
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Road-A
1689
84
142332.03
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Road-B
4270
84
359832.9
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Road-C
4270
84
359790.2
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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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-
-
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Road-A
1689
19
33509.76
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Road-B
4270
19
84716.8
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Road-C
4270
19
84716.8
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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
84.45
9450
798108.24
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Road-B
213.5
9450
2017715.91
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Road-C
213.5
9450
2017715.91
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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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-
-
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Road-A
50.66
12222
619168.04
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Road-B
128.1
12222
1565642.04
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Road-C
128.1
12222
1565642.04
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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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-
-
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Road-A
421.64
364
153848
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Road-B
668.1
364
243776.33
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Road-C
588.9
364
214877.83
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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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-
-
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Road-A
4
574
2298.6
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Road-B
3
574
1723.95
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Road-C
3
574
1723.95
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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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-
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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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RECONSTRUCTION OF BOX CULVERTS
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-
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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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-
-
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Road-A
10.38
283
2938.99
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Dismantaling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per direction of Engineer incharge.
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-
-
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Road A
7.5
100
750
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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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-
-
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Road-A
66.92
246
16497.12
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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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-
-
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Road-A
4.97
6768
33641.68
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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 (Below sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
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-
-
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Road-A
15.84
8638
136835.27
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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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-
-
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Road-A
32.51
12414
403609.37
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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
16.35
10479
171337.05
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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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-
-
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Road-A
0.95
11831
11239.83
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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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-
-
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Road-A
2.28
95609
217989.14
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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
19.11
775
14810.44
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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
16.06
284
4561.2
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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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-
-
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Road-A
120
364
43785.6
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Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
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Sub Total Amount for above all items (excluding GST)
1
20102540
-
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GST 18% for above SubTotal Amount
1
3618457
3618457.31
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Total in Figures (SubTotal + GST)
-
-
23720997.94
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