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 Date5 May 2025
Tender Amount₹ 4,42,03,000
Costs
EMD
₹ 2,31,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.no.03 / Si.no.01 / 2025-2026 / Sdo / Cpt - 08
Description
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Contact
Tender Id
2025_HWAY_544161_1Tender No
TN.No.03 / SI.No.01 / 2025-2026 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.
-
-
-
... More
Road B
3221
21
70346.64
... More
Construction of Granular sub-base Grade-V 200 mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
... More
Road A
1167
1666
1944560.43
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete (Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
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Road A
1969
2070
4076676.67
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Road B
2443
2070
5058060.49
... More
Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
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Road A
7875
83
661342.5
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Road B
9772
83
820652.56
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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.Specification Number as per MORTH Rev.V 111,112,503,900).
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-
-
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Road A
7875
19
155373.75
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Road B
9772
19
192801.56
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Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
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Road A
394
8970
3534455.8
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Road B
489
8970
4386672.3
... More
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP.(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
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Road A
237
11682
2768776.2
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Road B
294
11682
3434684.4
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Carted earth including cost and conveyance an average lead of 3 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORT&H Vth rev.304, 305.
-
-
-
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Road A
1981
210
417297.65
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Road B
1668
210
351364.2
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Providing R.C.C M-15 grade precast K M stone of standard design as per IRC-26-1967 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804)
-
-
-
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Road A
2
2197
4394
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Road B
3
2197
6591
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Providing R.C.C M-15 grade precast HM stone of standard design as per IRC-8-1980 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804)
-
-
-
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Road A
8
574
4597.2
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Road B
13
574
7470.45
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Direction and Place Identification signs - Type - IV Providing and erecting direction and place identification Retro - Reflectorised sign made out of high intensity Prismatic Grade Sheeting confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection 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 of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)
-
-
-
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Road A
1.08
11805
12749.4
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Road B
1.08
11805
12749.4
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Sub estimate for Box Culvert
Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR Masonry as per MORT & H specification 111,112,202
-
-
-
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Road A Two cell (3x3) km1/8
54.9
283
15544.39
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Road B Three cell (3x3) km 2/0
17.7
283
5011.58
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Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RCC slab as per MORT & H specification 111,112,202
-
-
-
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Road A Two cell (3x3) km1/8
7.5
4308
32315.25
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Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for Cut stone Slab as per MORT & H specification 111,112,202
-
-
-
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Road B Three cell (3x3) km 2/0
11.25
512
5770.46
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
-
-
-
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Road A Two cell (3x3) km1/8
166
246
40922.32
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Road B Three cell (3x3) km 2/0
254
246
62616.08
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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
-
-
-
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Road A Two cell (3x3) km1/8
12
6010
72129.12
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Road B Three cell (3x3) km 2/0
16
5947
95153.44
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Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTING STEM OF WING WALL AND PARAPET
-
-
-
... More
Road A Two cell (3x3) km1/8
82
7664
628452.92
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Road B Three cell (3x3) km 2/0
140
7509
1051318.8
... More
Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Walls and Top Slab of Box Culvert.
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-
-
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Road A Two cell (3x3) km1/8
100
11242
1124288
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Road B Three cell (3x3) km 2/0
146
11000
1606084.68
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Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary 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, Fe-500 grade as per MORT&H Vth specification No.1600
-
-
-
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Road A Two cell (3x3) km1/8
6.9
95609
659703.96
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Road B Three cell (3x3) km 2/0
11.2
95609
1070823.82
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Supply and Fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary 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, Fe-500 grade as per MORT&H Vth specification No.1600
-
-
-
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Road A Two cell (3x3) km1/8
0.3
95609
28682.78
... More
Road B Three cell (3x3) km 2/0
0.42
95609
40155.89
... More
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert. as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
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Road A Two cell (3x3) km1/8
54
719
38867.04
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Road B Three cell (3x3) km 2/0
81
714
57907.71
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Filling Gravel behind the culvert with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35º conveyance of gravel 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 as per section CI.710.1.4 & Appendix -6 of IRC : 78-2014 as per MORTH Rev V
-
-
-
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Road A Two cell (3x3) km1/8
19
277
5269.46
... More
Road B Three cell (3x3) km 2/0
21
277
5824.14
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Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
-
-
-
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Road A Two cell (3x3) km1/8
14.4
177
2556
... More
Road B Three cell (3x3) km 2/0
16
177
2840
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 5km for formation of Diversion road for 100% compaction as per MOR&H Vth specification No.111, 112, 304, 305.
-
-
-
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Road A Two cell (3x3) km1/8
135
246
33280.2
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Road B Three cell (3x3) km 2/0
135
246
33280.2
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Construction of granular sub - base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density for Diversion Road complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
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Road A Two cell (3x3) km1/8
22.5
1666
37491.53
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Road B Three cell (3x3) km 2/0
22.5
1639
36897.53
... More
Sub estimate forProviding CC Pavement at Km 0/900-1/300 & 3/0 - 3/2
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top of CC Pavement
-
-
-
... More
Road B
2250
716
1611270
... More
Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary 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, Fe-500 grade
-
-
-
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Road B
11.4
95609
1089945.68
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Sub Total Amount for above all items (excluding GST)
1
37459642
-
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GST 18% for above SubTotal Amount
1
6742735
6742735.73
... More
Total in Figures (SubTotal + GST)
-
-
44202378.67
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