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 Date20 Jan 2023
Closing Date30 Jan 2023
Tender Amount₹ 1,89,75,000
Costs
EMD
₹ 1,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_282581_1Bid Award Id
ViewTender No
TN No_39_2022_2023_MelamadaiTender 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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Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900).
1618.13
3190305
1971.6
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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900).
6472.5
493851
76.3
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
6472.5
115663
17.87
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Bituminous Macadam - Providing and laying bituminous macadam 50mm compacted thick with Central Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II
323.63
2737048
8457.34
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Bituminous Concrete 30mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filer, transporting the hot mix to work site, laying wih a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading II.(Specification Number as per MORTH Rev.V 111,112,507,900).
194.18
2159543
11121.35
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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Berms using Side Earth as per MORTH Rev. V
2114.14
451707
213.66
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Providing RCC M 15 grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
906
906
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Providing RCC M 15 grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting, printing etc., complete
7
1792
256
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Sub estimate for Pipe Culvert
-
-
-
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Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Pipe culvert
69.5
7384
106.25
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Plain Cement concrete M 20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for FOUNDATION for Pipe culvert.
8.02
44665
5569.21
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Vibrated Cement Concrete M 20 (Nominal Mix)using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL for Pipe culvert (below sill)
43.9
317058
7222.29
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Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL for Pipe culvert (above sill)
39.82
329208
8267.41
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Supply and Hoisting of NP3 class RCC (1000mm dia) Pipes supplied by the Contractor at his own cost and risk specified below confirming to IS 458 / 2003 including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete, as per MORTH Specification.
30
123900
4130
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Gravel Filling in between body wall with clean good gritty gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all other incidental charges etc. complete. for Pipe culvert
46.91
19406
413.7
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Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900).
3.71
6106
1645.91
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Dismantling the existing RR masonry and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SoR 2022-2023
17.52
4274
244
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Sub estimate for Retaining Wall
-
-
-
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Earthwork excavationin all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Retaining wall
686.4
72930
106.25
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Vibrated Cement Concrete of M10 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for LEVELING COURSE OF Retaining Wall
52.8
257150
4870.28
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Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for FOOTINGS OF Retaining Wal
121
788772
6518.78
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Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Retaining Wall (below sill)
282.15
2000553
7090.39
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Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Retaining Wall (above sill)
287.43
2501868
8704.27
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Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Wall including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
218
38695
177.5
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Repairs to causeway
-
-
-
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Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Base Course over Existing causeway
33.75
197549
5853.31
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VRCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER Existing causeway
225
150448
668.66
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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
-
16074879.89
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GST 18% for above SubTotal Amount
1
2893478
2893478.38
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Total in Figures (SubTotal + GST)
-
18968358
-
Evaluation Notes How It Works ?
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