National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date4 Nov 2019
Closing Date28 Nov 2019
Tender Amount₹ 6,29,17,816
Costs
EMD
₹ 3,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HWAY_142689_1Bid Award Id
ViewTender No
TN No.08/2019-20/D1-22Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
4040.87
-
12.99
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
5977.68
-
12.99
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).
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
2.76
-
2235.01
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).
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
2413.27
-
2484.15
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
3586.61
-
2484.15
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).
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
12122.6
-
62.65
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
17933.05
-
62.65
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).
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
12122.6
-
12.41
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
17933.05
-
12.42
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 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).
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
330.75
-
14.1
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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
606.13
-
7287.86
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
898.19
-
7287.86
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).
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
363.68
-
9198.7
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
562.91
-
9198.7
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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
2400
-
141.09
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
3580.35
-
141.09
Gravel Filling 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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
512
-
830.13
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
763.8
-
796.51
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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
3
-
906
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
4
-
906
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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
13
-
256
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
20
-
256
Sub estimate for RCC Slab Culvert
-
-
-
Earthwork excavation in all classes of soil and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
188
-
73.1
Earthwork excavation in all classes of soil depositing on bank with all leads and lifts as per SS20B and all over incidental charges such as baling out 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 standards specification for FOUNDATION OF ABUTMENTS, WINGS AND PIERS
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
663.47
-
304.2
Plain Cement Concrete of M10 using 40 mm ISS size HBG Metal including cost and conveyance of all materials to site and including cost of cement at site, 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 LEVELLING COURSE OF ABUTMENT, PIERS AND WINGS
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
28.24
-
5169.98
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, working at depths, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for FOOTINGS OF ABUTMENT, WINGS AND PIERS BELOW SILL LEVEL
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
388.96
-
6593.88
Vibrated Cement Concrete of grade M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS BELOW SILL LEVEL
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
186.77
-
7525.11
Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on heights, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS AND BED BLOCK OVER PIERS.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
11.61
-
10122.63
Providing and Fixing 110mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill IN THE ABUTMENTS AND WINGS
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
60
-
172.8
Providing and Fixing KRAFT PAPER in full width of seating of Deck Slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges etc. complete
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
34.83
-
100
Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on heights,hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for DECK SLAB, KERB AND SAFETY KERB.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
205.66
-
10609.77
Providing FILTER MEDIA behind the Abutments and Wings with clean graded III material to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete.∙
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
49.9
-
1631.23
Filling behind Abutment and Returns as per Appendix 6 of IRC: 78-2014 with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under OMC to get the maximum density, including watering with all leads and lifts for water and all other incidental charges etc., complete.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
102.71
-
694.95
Providing and Fixing PVC Expansion Joint in between Deck Slabs over Abutment and Pier as shown in the drawing including cost and conveyance of expanions joints, including shalimar pad and joint sealent etc. complete.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
49.75
-
550
Supply and Fabrication of steel at site 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, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete,
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
21.37
-
69849.37
Vibrated Cement Concrete of M15 (Nominal Mix ) using 40mm ISS 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 charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BASE COURSE BELOW APPROACH SLAB
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
13
-
6190.77
Vibrated Reinforced Cement Concrete of M30 (Design Mix ) using 20mm HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for APPROACH SLABS.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
18.27
-
8087.56
Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
304.5
-
638.81
Vibrated Reinforced Cement Concrete of M40 (Design Mix) using 20mm HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for RCC CRASH BARRIER OVER DECK SLAB.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
19.08
-
12611.67
Vibrated Cement Concrete of M15 (Nominal Mix ) using 40mm ISS 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 charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PCC PARAPET OVER RETURNS
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
6.07
-
9094.37
Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
8
-
2100
Supply and Fixing of High Quality PVC pipes of 150mm dia of required length including cost and conveyance of pipes to site and fixing in position to proper gradient and level including all labour charges for fixing and including all other incidental charges etc. complete for providing utilities service in Footpaths
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
162.8
-
357
Sub estimate for Pipe Culvert
-
-
-
Dismantling and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., (RR Masonary) As per PWD SoR 2019 - 2020 (Sch. Item No. 15)
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
26.25
-
168
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 Pipe culvert
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
62.21
-
146.2
Plain Cement concrete 1:2:4 (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.
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
7.18
-
5726.46
Vibrated Cement Concrete of 1:2:4 (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)
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
39.89
-
6895.94
Vibrated Cement Concrete of 1:2:4 (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)
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
35.85
-
7717.1
Supply 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.
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
22.5
-
3700
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 cost of pipe as a finished work including all other incidental charges, as directed by the departmental officers etc., complete, as per MORTH Specification.
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
22.5
-
197
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
-
-
-
Upgradation of Ramnad - Keelakarai road to Palkarai road KM 0/0 - 3/2
34.64
-
725.43
Sub estimate for Breast Wall
-
-
-
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
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
726
-
146.2
Plain Cement concrete 1:2:4 (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 Retaining Wall
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
363
-
5728.6
Vibrated Cement Concrete of 1:2:4 (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)
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
198.9
-
6321.02
Vibrated Cement Concrete of 1:2:4 (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)
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
399
-
6407.9
Providing and fixing SEEPAGE PIPES of 110mm 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
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
772
-
172.8
Sub estimate for Diversion road
-
-
-
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordancewith specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for the Carted Earth with a lead of 5 km for formation of Diversion road for 95 % compaction
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
921.1
-
140.38
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordancewith specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for the Carted Earth with a lead of 5 km for formation of Diversion road for 97 % compaction
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
445.05
-
141.09
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).
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
56.25
-
2213.01
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).
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
75
-
2484.15
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).
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
375
-
62.65
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).
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
375
-
12.42
Providing and laying of Open graded Premix carpet using Mini Hot Mix Plant to a compacted thickness of 20 mm composed of 13.2 mm to 0.09 mm (Type - A) aggregates using 22 kg Viscosity Grade - 30 bitumen for 10 sqm to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8 - 10 tonne capacity and finishing to required level and grade as per clause 508 of MORTH Specification
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
375
-
164.29
Supply 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.
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
30
-
3700
Sub estimate for Retaining Wall
-
-
-
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
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
54
-
146.2
Plain Cement concrete 1:2:4 (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 Retaining Wall
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
43.8
-
6223.54
Vibrated Cement Concrete of 1:2:4 (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)
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
64.8
-
7260.97
Providing and fixing SEEPAGE PIPES of 110mm 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
-
-
-
Upgradation of Mariyarayapuram to Melamadai 0/0 - 5/0
12
-
172.8
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
-
-
GST 12% for above SubTotal Amount
1
-
-
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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