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₹ 5,78,50,000
Costs
EMD
₹ 3,02,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HWAY_142722_1Bid Award Id
ViewTender No
TN No.08/2019-20/D1-29Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
3600
-
3.9
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
6256.25
-
12.99
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
4128.13
-
12.99
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
1888.77
-
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
9
-
2039.26
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
2.88
-
1767.4
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
4692.19
-
2199.62
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
3096.09
-
2032.11
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
1416.58
-
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
18768.76
-
62.68
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
12384.38
-
62.64
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
5666.3
-
62.68
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
18768.76
-
12.42
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
12384.38
-
12.41
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
5666.3
-
12.42
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
938.44
-
6979.74
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
619.22
-
6799.66
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
283.32
-
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).
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-
-
Upgradation of T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
563.06
-
8893.4
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
371.53
-
8716.03
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
169.99
-
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
6181.31
-
141.09
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
4083.75
-
141.09
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
1406.25
-
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 ofNH 49 to Therkkuvadi street km 0/0 - 1/6
360
-
1124.4
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
5
-
906
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
3
-
906
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
1
-
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
20
-
256
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
13
-
256
Upgradation ofNH 49 to Therkkuvadi street km 0/0 - 1/6
6
-
256
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
78.75
-
168
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
21
-
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
173.75
-
146.2
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
82.91
-
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
20.05
-
5297.97
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
10.34
-
5170.31
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
109.72
-
6446.73
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
53.89
-
6358.84
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
99.54
-
7246.96
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
47.91
-
7205.74
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
100
-
3700
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
100
-
197
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
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 T.M Kottai to Perunali Uchinatham Road (via) Annapoovanayackkanpatti road km 0/0 - 5/0
178.91
-
370.64
Upgradation of Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
34.37
-
363.66
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 Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
51.6
-
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 Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
38.7
-
5212.23
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 Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
9.6
-
6059.45
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 Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
84
-
6868.44
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 Perumalthevanpatti to Muthupatti road km 0/0 - 3/300
76
-
172.8
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
-
GST 12% for above SubTotal Amount
1
-
-
Total in Figures (SubTotal + GST)
-
-
-
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