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₹ 4,24,50,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class I.
Bid Capacity
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There are two possible formulas for bid capacity. The first one 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 specified period, and N is the Number of years prescribed for completion of the works for which the bids are invited. The second one is: Bid Capacity = (Total outstanding value of all projects in progress + Value of this contract) / 5, where the period of contract is 5 months.
Technical Capacity
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The required prior work experience for the bidder includes experience in mechanized granular pavement construction, construction of asphaltic overlays, and construction of Bridge Works, including those with open foundations. The bidder should have prior work experience in similar works, including road and bridge works. The bidder should have successfully completed 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. The proposed contract value is Rs. 424.50 Lakhs, so the bidder should have completed a contract worth at least 40% of Rs. 424.50 Lakhs, which is Rs. 169.80 Lakhs, in any one year within the last five years. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, which is Rs. 169.80 Lakhs, over the last five years. 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, such as:
- Earth work: 1959 cum
- GSB: 107 cum
- WMM / WBM: 1019 cum
- BM / DBM: 207 cum
- BC/ SDBC/ CGPC / PCSC: 124 cum
- CC / VCC / VRCC: 913 cum The required experience varies based on the contract value, with specific requirements for the number of B.E Degree Holders and Diploma Holders in Civil Engineering with relevant experience. The value of similar works completed is at least 40% of the proposed contract, which is Rs. 169.80 Lakhs. The percentage of similar works completed is 40% of the proposed contract.
Costs
EMD
₹ 2,23,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_551435_1Tender No
TN.No.21/2025-26/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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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
2850.36
21
62251.86
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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
2547.69
2133
5436031.63
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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
10328.22
84
870049.25
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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
10328.22
19
204808.6
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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
516.42
9045
4671473.35
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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
309.85
11818
3662095.46
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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 for box cut portion as per MORTH Vth Rev., 305 & 2907
372.17
42
15947.49
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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
2517.43
238
599223.86
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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.
2
2197
4394
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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.
11
574
6321.15
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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
14.27
283
4040.41
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Dismantaling the existing RCC 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
2.85
4308
12279.8
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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
1.35
512
692.46
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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.
32.84
123
4047.86
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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.
198.75
246
48995.85
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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.
18.78
6276
117869.1
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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.
66.01
8739
576901.66
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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.
90.71
11643
1056185.51
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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.
48.92
9442
461904.11
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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.
3.22
11061
35619.03
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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.
5.92
95609
565720.05
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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
53.55
739
39617.9
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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
23.69
225
5331.67
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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
13.24
2177
28831.42
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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
44.1
716
31597.65
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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
235
238
55937.05
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CONSTRUCTION OF RETAINING WALL
-
-
-
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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.
1275.3
246
314386.96
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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 Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
1013.38
7049
7144035.12
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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.
1030.05
8263
8511879.98
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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.
6.59
14577
96064.01
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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
574.59
192
110608.58
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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
1644.81
42
70480.11
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CC PAVEMENT
-
-
-
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Providing cement concrete pavement with cement concrete M20 (1:1.5:3) mix using 66.67% of 40mm and 33.33% of 20mm IRC size HBG metal respectively including cost and conveyance of all materials to site including cost of cement including handling charges for the same at both ends mixing laying compacting watering and curing concrete including all leads for good water including hire charges for T&P including cost of premould expansion joints and fixing the same in position and all other incidental charges such as cost of from work and labour therefore etc., complete for cement concrete pavement of 100mm thick for Causeway as per MORTH V Revision 1000, 1500, 1700, 2700.
487.5
1002
488557.88
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Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
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Sub Total Amount for above all items (excluding GST)
1
35966232
-
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GST 18% for above SubTotal Amount
1
6473921
6473921.8
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Total in Figures (SubTotal + GST)
-
-
42440154.05
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