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 Date19 Apr 2025
Closing Soon20 May 2025
Tender Amount₹ 6,29,20,000
Technical
Technical
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 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 period of completion of works, and N is the Number of years prescribed for completion of the works.
Technical Capacity
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The required prior work experience for the bidder varies based on the value of the contract. For contracts up to Rs.2.00 Crore, the bidder should have one B.E Degree Holder (or) one Diploma Holder in Civil Engineering with five years experience in similar works. For contracts above Rs.2.00 Crore and up to Rs.10.00 Crore, the bidder should have one B.E Degree Holder in Civil Engineering with one-year experience in similar works and one Diploma Holder in Civil Engineering with five years’ experience in similar works. For contracts above Rs.10.00 Crore and up to Rs.50.00 Crore, the bidder should have one B.E Degree Holder in Civil Engineering with one year experience in similar works and two Diploma Holders in Civil Engineering with five years’ experience in similar works. For contracts above Rs.50.00 Crore and up to Rs.100.00 Crore, the bidder should have two B.E Degree Holders in Civil Engineering with one year experience in similar works and four Diploma Holders in Civil Engineering with five years’ experience in similar works. For contracts above Rs.100.00 Crore and up to Rs.200.00 Crore, the bidder should have three B.E Degree Holders in Civil Engineering with one year experience in similar works and six Diploma Holders in Civil Engineering with five years’ experience in similar works. For contracts above Rs.200.00 Crore, the bidder should have four B.E Degree Holders in Civil Engineering with one year experience in similar works and eight Diploma Holders in Civil Engineering with five years’ experience in similar works. The bidder should have achieved average annual turnover of at least 40% of the value of the contract applied for, which is Rs. 251.68 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 value, which is Rs. 251.68 Lakhs, in any one year within the last five years. The bidder should have completed a minimum quantity of similar works, including:
- Earth work: 4088 cum
- GSB: 1207 cum
- WMM / WBM: 2030 cum
- BM / DBM: 410 cum
- BC/ SDBC/ CGPC / PCSC: 246 cum
- CC / VCC / VRCC: 533 cum No specific percentage of similar works completed is mentioned. However, the annual value of construction works undertaken for each of the last five years and projected for the current year should be provided. The values for the previous five years and the projected values for the next two years should also be provided in the financial statement. The bidder should have a minimum annual turnover of Rs. 75.00 Lakhs and above in Highways Department in Government of Tamil Nadu. The bidder should demonstrate that they have adequate financial resources, including overdraft/credit limit certificate, sufficient to sustain the contract cash flow for one month at the peak construction period. The bidder should also demonstrate the availability of qualified personnel, including Project Manager/Supervisor/Engineer, and sufficient number of essential equipment. The value and percentage of similar works completed are not explicitly mentioned, but the bidder should provide details of their experience in similar works, including the value and percentage of completion. The bidder should also provide a work site inspection certificate, which should be obtained from the concerned Divisional Engineer (Highways) and uploaded along with all the required tender documents.
Costs
EMD
₹ 3,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panchayat Union /panchayat Roads To Other District Roads Try-36
Description
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Contact
Tender Id
2025_HWAY_545874_5Tender No
TN.No.07/2025-26/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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Supply and fixing of Hectometre stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc complete.
22
574
12642.3
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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.
54.78
6024
330036.9
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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 upto 16mm dia & Above 16mm dia as per MORTH Vth Revision 1000, 1600.
24.8
95609
2371205.51
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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 MORT&H Vth Revision 1500, 1600, 1700, 2702.2
203.1
718
145913.13
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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 RETURN WALL (ABOVE SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
229.36
9386
2152800.48
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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.
12.2
10978
133935.02
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CONSTRUCTION OF RETAINING WALL
-
-
-
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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.
212.8
8502
1809368.18
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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 MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
7671.48
238
1826042.38
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Clearing the light jungle on either side Road as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete. as per MORT & H 111, 112, 201
11400
6
73416
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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.
67.5
100
6750
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Dismantaling the existing PCC slab over culverts salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
11.25
486
5469.75
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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.
232.26
6826
1585406.76
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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.
2.33
14361
33462.39
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Total in Figures (SubTotal + GST)
-
-
62913522.82
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Supply and fixing of Kilometre 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.
5
2197
10985
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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.
824.64
246
203290.25
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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 MORT&H Vth Revision 111, 112, 501, 502, 900
20487.83
84
1724460.65
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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 MORT&H Vth Revision 111, 112, 406, 900
5076.01
2237
11358841.38
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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 MORT&H Vth Revision 111, 112, 501, 503, 900
20487.83
19
405659.03
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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 MORT&H Vth Revision 111, 112, 202
182.56
283
51690.04
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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
199.37
225
44870.21
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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.
204.73
7737
1584016.48
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Refilling with available excavated earth for Filling in layers, not exceeding limits including watering tamping including all labour charges ect.,complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev 305 & 2907
520.98
42
22323.99
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Dismantaling the cut stone slab over culverts salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
50.75
512
26031.2
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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H 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 MORT&H Vth Revision 111, 112, 401, 900
3018.05
1959
5913778.43
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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 MORT&H specification No.801 (for sign having area more than 0.90 Sqm) Type - IV
2.16
11805
25498.8
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Sub Total Amount for above all items (excluding GST)
1
53316544
-
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GST 18% for above SubTotal Amount
1
9596978
9596978.06
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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 MORT&H Vth Revision 2700
57.4
192
11049.5
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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
1024.4
9219
9444865.56
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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 Formation Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
1430
238
340382.9
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FOR RECONSTRUCTION OF BOX CULVERT
-
-
-
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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.
369.7
11438
4228639.69
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