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 Date2 May 2025
Closing Date19 May 2025
Tender Amount₹ 4,63,60,000
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 5 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, i.e. 5 Months in the present case.
Technical Capacity
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The required prior work experience for the bidder includes experience in civil engineering construction, specifically in fields such as highways and airfields. The bidder should have prior work experience in Civil Engineering Construction Business, including road and bridge works. The bidder should have completed 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. 185.44 Lakhs, over the last five years. 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. 185.44 Lakhs, in any one year within the last five years. The experience in similar nature of work should also include the following minimum quantities of works completed in any one year during the last five years:
- Earth work: 3001 cum
- GSB: 577 cum
- WMM / WBM: 1447 cum
- BM / DBM: 291 cum
- BC/ SDBC/ CGPC / PCSC: 174 cum
- CC / VCC / VRCC: 416 cum The bidder is required to provide information on their experience in using heavy earthmoving equipment, quality control in compaction of soils, mechanized granular pavement construction, construction of asphaltic overlays, and construction of bridge works. The bidder must have completed similar works, with a value of at least 40% of the whole works. The bid capacity to execute the work should be greater than Rs. 463.60 Lakhs. The bidder should also demonstrate access to liquid assets (working capital, cash in hand) and/or credit facilities of not less than 10% of the contract applied for, which is Rs. 46.36 Lakhs.
Costs
EMD
₹ 2,42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panchayat Union /panchayat Roads To Other District Roads Try-57
Description
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Contact
Tender Id
2025_HWAY_551303_1Tender No
TN.No.18/2025-26/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 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
14530.48
84
1223175.81
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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
14530.48
19
287848.81
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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
726.53
9151
6648476.03
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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
435.9
11917
5194829.53
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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
4918.07
238
1170648.2
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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.
4
2197
8788
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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.
16
574
9194.4
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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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FOR RECONSTRUCTION OF 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 MORT&H Vth Revision 111, 112, 202
171.91
283
48674.6
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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.
82.5
100
8250
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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
63
512
32314.59
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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 MORT&H Vth Revision 304.
44.06
123
5430.84
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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.
979.79
246
241537.83
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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.
69.55
6084
423144.98
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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.
266.22
8106
2158117.75
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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.
414.13
11535
4777391.26
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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.
258.41
9397
2428402.81
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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.
14.28
10985
156867.94
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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.
28.18
95609
2694556.06
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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
237.75
722
171821.93
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Granite rough stone dry packing for Launching Apron the specified thickness for apron using good size granite rough stone with proper wedging with quarry spalls including cost and conveyance of all materials to worksite and stacking the same to departmental gauge for premeasurement including labour charges for placing the stones in correct position and all incidental charges etc., complete as per MORT&H Vth Revision 2500
19.12
2025
38720.68
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Grouting the aprons to 225mm deep with CC 1:2:4 using 20mm metal and pointing with CM 1:2 including cost and conveance of all materials to work site including cost and conveyance of cement to site including labour charges for mixing, transporting, laying and curing concrete working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per standard specification for GROUTING THE RIGID APRONS as per MORTH Vth Revision 2500
63.7
709
45212.99
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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
157.81
225
35516.72
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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
1560
238
371326.8
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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
39279346
-
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GST 18% for above SubTotal Amount
1
7070282
7070282.42
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Total in Figures (SubTotal + GST)
-
-
46349629.22
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