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 Date22 Dec 2022
Closing Date19 Jan 2023
Tender Amount₹ 5,13,80,000
Costs
EMD
₹ 2,69,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_274227_1Bid Award Id
ViewTender No
TN No.18/2022-2023-TNV_18Tender 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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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
1600
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5.55
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
666.67
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5.55
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Picking the existing BT surface as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
2478.75
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18.85
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
1750
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18.85
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
1388.77
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18.85
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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).
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-
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
624.95
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1979.76
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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).
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
1859.06
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2282
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
1312.5
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2282
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
1041.58
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2282
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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).
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
7436.25
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78.18
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
5250
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78.17
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
4166.3
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78.23
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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 on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
7436.25
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18.58
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
5250
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18.58
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
4166.3
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18.6
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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
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
371.82
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9135.46
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
262.5
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9135.46
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
208.32
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9135.46
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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).
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
223.08
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11979
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
157.5
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11979
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
124.99
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11979
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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
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
2438.49
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214.06
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
1732.5
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214.06
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
1980
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214.06
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Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comparising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 fe 410/360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 950mm above road /ground level fixed on ISMC series channel vertical post 150x75x5mm thick, Spaced 2m centre 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit Size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical specification and as directed by the Engineer-in-charge as per BOE Dated 24.09.2021 for 2021-202
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
210
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6500
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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
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-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
2
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906
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
1
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906
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
1
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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
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
8
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256
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
6
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256
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
4
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256
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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
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
630.75
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106.25
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
684.45
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106.25
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
48.4
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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
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
42.05
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5382.09
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
52.65
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5307.34
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
4.4
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5815.04
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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 Wall
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
137.03
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8207.95
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
146.25
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6861.99
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
10
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7557.37
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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)
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
277.09
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7576.61
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
291.34
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7280.04
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
17.85
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8146.06
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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)
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-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
342.45
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9225.48
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
404.64
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8596.13
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
29.88
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9677.22
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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
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-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
143
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177.5
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Upgradation of Pethanendal Vadakku Street - Pillaiyar Koil Road Km 0/0-1/4
193
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177.5
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Upgradation of Pudukottai - Seevalathi road in km 0/0-1/100
18
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177.5
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Sub estimate for Cross Drainage
-
-
-
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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 Cross Drainage
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
12.38
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106.25
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Plain Cement Concrete of M15 (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 Foundation of Cross Drainage
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
3.38
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6190.16
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Vibrated Cement Concrete of M20 (Nominal Mix) using 20 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 of Cross Drainage
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
23.4
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7118.86
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Vibrated Reinforced Cement Concrete of M25 (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 Cover slab of Cross Drainage
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
3.38
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8811.43
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Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement 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. for Cover slab of Cross Drainage
-
-
-
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Upgradation of Sottathatti - Panayaur road Km 0/0-2/0
0.25
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93229.27
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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
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43534804.59
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GST 18% for above SubTotal Amount
1
-
7836264.83
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Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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