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₹ 3,43,80,000
Technical
Technical
Financial
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 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 having experience in Civil Engineering Construction Business, including road and bridge works, and specifically in Highways and Airfields. The bidder should have completed similar works of similar size, nature, and complexity. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, which is Rs.137.52 Lakhs, over the last five years. They should have also successfully completed at least one contract (Highway road and/or Bridge works / Airport contract) at least 40% of the value of the proposed contract in any one year within the last five years. Additionally, 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: - Earth work: 1122 cum
- WMM / WBM: 1190 cum
- BM / DBM: 238 cum
- BC/ SDBC/ CGPC / PCSC: 143 cum
- CC / VCC / VRCC: 567 cum The bidder should have a minimum bid capacity to execute the work, which should be greater than Rs. 343.80 Lakhs. They should also 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, which is Rs. 34.38 Lakhs. The bidder should provide a summary of their professional experience over the last 10 years, including technical and managerial experience relevant to the project. They should also provide information on their construction plant and equipment, as well as their financial statement demonstrating their ability to meet the requirements of the project. The required percentage of similar works completed is at least 40% of the value of the proposed contract. The amount is Rs. 137.52 Lakhs, which is the value of the contract applied for, and the bidder should have successfully completed at least one contract of at least 40% of this value in any one year within the last five years.
Costs
EMD
₹ 1,82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panchayat Union /panchayat Roads To Other District Roads Try-13
Description
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Contact
Tender Id
2025_HWAY_541476_1Bid Award Id
ViewTender No
TN.No.05/2025-26/SDO/TRY-NRRTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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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
810.96
192
156109.8
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Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORT & H 111, 112, 202, 303.4.3, 501
3965.83
21
86613.73
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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
2974.39
2211
6576792.71
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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.
675.62
8158
5512045.77
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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 MORT & H Vth Revision 111, 112, 501 507 900
356.93
11849
4229566.96
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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 Lvell) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
719.42
6718
4833761.4
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Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
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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.
3
2197
6591
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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
11897.5
19
236403.33
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Total in Figures (SubTotal + GST)
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34375343.75
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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
2757.6
6
17758.94
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GST 18% for above SubTotal Amount
1
5243696
5243696.5
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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
594.89
9133
5433344.53
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Sub Total Amount for above all items (excluding GST)
1
29131647
-
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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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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.
906.66
246
223509.82
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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
1182.6
42
50674.41
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CONSTRUCTION OF PCC RETAINING WALL
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-
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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.
12
574
6895.8
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