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₹ 2,79,40,000
Technical
Technical
Financial
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 3 Months, and N is the Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The bidder is required to have prior work experience in similar nature of work, including a minimum quantity of works completed in any one year during the last five years. The required experience includes: * Earth work: 1389 cum
* GSB: 135 cum
* WMM / WBM: 630 cum
* BM / DBM: 214 cum
* BC/ SDBC/ CGPC / PCSC: 128 cum
* CC / VCC / VRCC: 219 cum The bidder should have completed similar works with a value of at least Rs. 27.94 Lakhs in any one year during 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. 111.76 Lakhs, over the last five years. The bidder should have successfully completed at least one contract as a prime contractor for highway road and/or similar works, with a value of at least 40% of the proposed contract value, which is Rs. 111.76 Lakhs, in any one year within the last five years. The bidder should demonstrate that they have access to or have available liquid assets and/or credit facilities of not less than 10% of the contract applied for the construction. The bidder should have prior work experience in civil engineering construction, including road and bridge works. The bidder should have a minimum annual turnover of Rs. 75.00 Lakhs and above in Highways Department in Government of Tamil Nadu. The bid capacity to execute the work should be greater than Rs. 279.40 Lakhs. The required percentage of similar works completed is 40% of the value of the contract applied for. The value of similar works completed should be at least Rs. 111.76 Lakhs, which is 40% of the proposed contract value. The bidder should demonstrate access to liquid assets, working capital, or credit facilities of Rs. 27.94 Lakhs.
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_546829_2Tender No
TN.No.10/2025-26/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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Road-C
2328
6
14992.32
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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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Road-A
1161.54
21
25368.03
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Road-C
1271.87
21
27777.64
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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-B
337.87
2441
824929.88
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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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Road-A
346.52
2504
867831.62
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Road-B
844.68
2504
2115433.49
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Road-C
383.25
2504
959818.97
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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
3488.37
84
293895.17
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Road-B
3378.73
84
284658
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Road-C
3832.5
84
322888.13
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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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Road-A
3488.37
19
69174.38
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Road-B
3378.73
19
67000.22
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Road-C
3832.5
19
75998.48
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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
174.42
9519
1660398.17
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Road-B
168.95
9519
1608326.28
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Road-C
191.63
9519
1824229.45
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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
104.65
12281
1285211.88
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Road-B
101.35
12281
1244684.42
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Road-C
114.98
12281
1412075.13
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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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Road-A
494.18
364
180316.4
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Road-B
1153.9
364
421035.03
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Road-C
540
364
197035.2
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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.
-
-
-
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Road C
1
2197
2197
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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
4
574
2298.6
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Road-B
4
574
2298.6
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Road-C
4
574
2298.6
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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 MORTH specification No.801 (for sign having area more than 0.90 Sqm) Type - IV
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-
-
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Road-A
2.16
11805
25498.8
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Road-B
2.16
11805
25498.8
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Road-C
2.16
11805
25498.8
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RECONSTRUCTION OF BOX CULVERTS
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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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Road-A
10.38
283
2938.99
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Road-B
10.38
283
2938.99
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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.
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-
-
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Road A
15
100
1500
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Road B
30
100
3000
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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 MORTH Vth Revision 304.
-
-
-
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Road-B
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.
-
-
-
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Road-A
74.98
246
18484.07
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Road-B
446.21
246
109999.69
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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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Road-A
5.9
6615
39030.21
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Road-B
37.14
6703
248953.13
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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 (Below sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road-A
15.84
8484
134401.29
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Road-B
118.71
9014
1070085.18
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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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Road-A
38.34
12251
469741.3
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Road-B
198.12
11914
2360576.03
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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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Road-A
16.35
10325
168824.71
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Road-B
99.52
10109
1006094.45
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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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-
-
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Road-A
0.95
11677
11093.85
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Road-B
6.98
11503
80297.64
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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
2.7
95609
258049.42
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Road-B
13.51
95609
1291203.19
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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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Road-A
23.31
763
17792.29
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Road-B
116.25
769
89510.18
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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
-
-
-
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Road B
19.12
2523
48256.39
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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
-
-
-
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Road B
63.7
731
46609.29
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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
-
-
-
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Road-A
20.6
284
5850.61
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Road-B
62.54
284
17761.99
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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
120
364
43785.6
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Road-B
600
364
218928
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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
23667161
-
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GST 18% for above SubTotal Amount
1
4260089
4260089.14
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Total in Figures (SubTotal + GST)
-
-
27927251.06
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