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₹ 96,90,000
Costs
EMD
₹ 60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_282553_1Bid Award Id
ViewTender No
TN No_39_2022_2023_ParakkaiTender 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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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).
793.05
1301751
1641.45
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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).
991.32
1903255
1919.92
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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).
3965.25
303341
76.5
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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).
3965.25
71136
17.94
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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 0.30 kg per sqm o - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
36.3
745
20.55
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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
198.27
1660102
8372.94
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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).
118.97
1310769
11017.65
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Bituminous Concrete 50mm 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).
1.24
13087
10554.7
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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 Carted Earth with an average lead of 1Km MORTH Rev. V
2465.04
526680
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
4
1024
256
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CONSTRUCTION OF PCC Toe wall
-
-
-
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Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specification for FOUNDATION OF PCC Toe wall.
68.85
7315
106.25
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Plain Cement Concrete of grade M10 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE OF PCC Toe wall.
8.1
40860
5044.49
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Vibrated Cement Concrete M20 Grade Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING OF PCC Toe wall WALL.
21.6
146042
6761.23
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Vibrate Cement Concrete M20 Grade Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC Toe wall- BELOW SILL LEVEL.
17.31
117036
6761.23
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Vibrated Cement Concrete M20 Grade Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC Toe wall - ABOVE SILL LEVEL.
22.59
154697
6848.07
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Providing and fixing CLASS I PVC SEEPAGE PIPES of 100 mm dia. of required lengths for abutments and returnwalls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per section 2706 of MORT&H specifications (Fifth Revision).
26.4
4686
177.5
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Supply and fixing of RCC guide posts of size 1.20 x 0.20 x 0.20m with Reflective star stickers with in M.S. sheet with two side packing and top cover of 0.75 inches in IRC 1:2:4 mix using 20mm. HBG ISS metal with 10mm. dia bars as vertical with 8mm. dia stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top Projection by Projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc. complete.
4
3768
942
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Providing and fixing Bitumen Pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint scalants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600.
1.77
847
479
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Providing and laying of Carted Earth including cost and conveyence of the same to work sire with an average lead of 1km including stacking the same to departmental guage for premeasurement including all labour charges for laying spreading etc., complete and as directed by departmental engineers for filling behind protective wall including compaction by Power roller as per MORTH Rev. V Clause No 111, 112, 202, 301 to 305, 900
0.68
147
217.45
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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
-
8206428.44
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GST 18% for above SubTotal Amount
1
1477157
1477157.12
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Total in Figures (SubTotal + GST)
-
9683585
-
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