National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil Works Roads
Eprocure
Opening Date12 Jun 2020
Closing Date30 Jun 2020
Tender Amount₹ 2,70,00,000
Costs
EMD
₹ 1,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HWAY_165101_2Bid Award Id
ViewTender No
TN No.02/2020-21/D1_4Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Cement Concrete M10 using 40mm 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 depths, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for LEVELLING COURSE UNDER RAFT FOOTING
60.04
-
4798.56
Vibrated Reinforced Cement Concrete of grade M30 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site but exculding cost and fabrication of steel, 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 RAFT FOOTINGS OF ABUTMENT, WINGS AND PIERS BELOW SILL LEVEL..
468.19
-
8566.71
Filling in between Raft wall with M sand free draining material including cost and conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete .
1333.02
-
1549
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 ABOVE SILL LEVEL
226.29
-
7202.34
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.
14.42
-
11062.42
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
68
-
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
33.93
-
100
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB, KERB & SAFETY KERBS.
190.75
-
10522.4
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.∙
65.1
-
1198.5
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.
134.12
-
249.7
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.
51.6
-
566
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,
62.96
-
73382.79
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB, RAMP AND APPROACH RAMP
15.81
-
5849.74
Vibrated Reinforced Cement Concrete of M30 (Design Mix ) using 20mm 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 Approach slab
26.83
-
7743.94
Vibrated Reinforced Cement Concrete of M30 (Design Mix ) using 20mm 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 Wearing coat over deck slab and Approach slab
338.1
-
624.87
Vibrated Reinforced Cement Concrete of M40 (Design Mix ) using 20mm 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 outer crash barrier
14.31
-
13288.82
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 PARAPET OVER RETURNS
6.62
-
9273.97
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.
12
-
2163
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 Safety kerb
128.8
-
357
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 2019 - 2020
228.15
-
193
Dismantling the existing PCC slab and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SoR 2019 - 2020
87.75
-
332
Sub Estimates
-
-
-
Approach Road
-
-
-
Earth Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Box cutting at junction point.
33.6
-
84
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 95% Compaction for making up Diversion road using Carted Earth with an average lead of 5Km MORTH Rev. V
3972.52
-
153.01
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 Diversion road using Carted Earth with an average lead of 5Km MORTH Rev. V
2839.84
-
153.6
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).
442.93
-
1567.09
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).
738.21
-
1589.06
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).
2952.88
-
55.88
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).
2952.88
-
11.13
Dense 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
147.63
-
6268.36
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).
88.59
-
6750.03
Diversion Road
-
-
-
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 95% Compaction for making up Approach road using Carted Earth with an average lead of 5Km MORTH Rev. V
819.65
-
153.01
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 Approach road using Carted Earth with an average lead of 5Km MORTH Rev. V
422.49
-
153.6
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).
53.63
-
1567.09
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).
71.5
-
1589.06
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).
357.5
-
55.88
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).
357.5
-
11.13
Providing and Laying compacting open graded Premix Carpet 20mm thick with a liquid seal coat which shall consist of open graded carpet of 20mm thickness in a single course composed of suitable small sized aggregates premixed with bituminous binder (VG 30) with application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specification including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 510 of MORTH specification Rev. V
357.5
-
192.6
Revetement with Toe wall
-
-
-
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 Toe Wall
123.28
-
84
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 Body wall of the Toe portion.
184.92
-
5377.43
Providing and laying Gravel backing to revetment for 150mm thick including cost and conveyance of gravel to worksite, filling in layers of 150mm thick, laying according to the line and grade and cross section as shown in the drawing or as directed by the Engineers including tamping and watering and all other incidental charges etc, complete.
294.06
-
756.28
Granite rough stone dry packing for the specified thickness for revetment using good size granite rough stone, properly wedged with quarry spalls including cost and conveyance of all materials to site, labour charges for packing the same in position and all other incidental charges etc, complete for Revetment.
450.88
-
1711.06
bed protection
-
-
-
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 bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UP TO SILL LEVEL FOR RIGID APRONS.
290.52
-
84
Granite rough stone dry packing for the specified thickness for revetment using good size granite rough stone, properly wedged with quarry spalls including cost and conveyance of all materials to site, labour charges for packing the same in position and all other incidental charges etc, complete for Flexible apron.
290.52
-
1711.06
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
24084988.16
GST 12% for above SubTotal Amount
1
-
2890198.58
Total in Figures (SubTotal + GST)
-
-
-
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