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 Soon28 Apr 2025
Tender Amount₹ 3,43,70,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is a Registered Class-1 Contractor.
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 4 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 includes experience in similar nature of work, with minimum quantities of works completed in any one year during the last five years. The specified minimum quantities are: - Earth work: 1016 cum
- GSB: 23 cum
- WMM / WBM: 1204 cum
- BM / DBM: 304 cum
- BC/ SDBC/ CGPC / PCSC: 182 cum
- CC / VCC / VRCC: 61 cum The bidder should have completed similar works with a value of at least Rs. 34.37 Lakhs. Additionally, the bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, which is Rs. 137.48 Lakhs, over the last five years. The bidder should have successfully completed at least one contract of similar nature with a value of at least 40% of the proposed contract, which is Rs. 137.48 Lakhs, in any one year within the last five years. No specific percentage of similar works completed is mentioned, but the bidder is required to provide details of their experience in similar nature of work, including the value of the contract and the quantities of major items of work completed. The bidder should demonstrate experience in similar nature of work, including minimum quantities of works completed in any one year during the last five years. The bidder should have experience in Civil Engineering Construction Business, including road and bridge works. Technical personnel required include 1 B.E Civil Engineering (or) Equivalent degree holder with 1 year experience and 1 Diploma in Civil Engineering with 5 years experience. The required prior work experience for technical personnel includes:
* For a B.E Civil Engineering (or) Equivalent degree holder, 1 year of experience is required.
* For a Diploma in Civil Engineering holder, 5 years of experience is required.
Costs
EMD
₹ 1,82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_541389_4Tender No
TN.No.03/2025-26/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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-
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Road-A
4745.91
21
103650.67
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Road-B
253.33
21
5532.73
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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
62.5
123
7703.75
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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
1.36
3480
4732.8
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Road-B
28.12
3038
85448.81
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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
2849.34
3497
9964369.93
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Road-B
160.88
3218
517711.84
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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
14246.74
84
1198863.17
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Road-B
947.5
84
79675.28
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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
14246.74
19
282085.45
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Road-B
947.5
19
18732.08
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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
712.36
10553
7517862.77
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Road-B
47.38
10239
485136.14
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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
427.4
13276
5674226.51
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Road-B
28.43
12956
368349.88
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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
2125.64
238
505966.09
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Road-B
10.63
238
2530.26
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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 for box cutting portion as per MORTH Vth Rev., 305 & 2907
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-
-
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Road-B
15.63
42
669.75
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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
16
574
9194.4
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Road-B
1
574
574.65
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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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-
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Road-A
3
2197
6591
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FOR CROSS DRAINAGE WORKS- BOX CULVERT
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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
9.68
283
2740.8
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Dismantling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202
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-
-
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Road-A
4.06
486
1973.97
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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
84.8
246
20904.9
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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
8.32
7477
62208.64
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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
49.78
13181
656175.07
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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
3.84
95609
367139.6
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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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-
-
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Road-A
31.5
831
26193.83
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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
1.9
12650
24035
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Filling the trench with Gravel 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
25.98
1359
35306.82
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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
45.98
8799
404601.01
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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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-
-
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Road-A
45.06
10450
470877
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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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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
28.12
3480
97857.6
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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
315
238
74979.45
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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
29116970
-
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GST 18% for above SubTotal Amount
1
5241054
5241054.73
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Total in Figures (SubTotal + GST)
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-
34358025.47
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