National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date31 Oct 2019
Closing Date26 Nov 2019
Tender Amount₹ 5,60,00,000
Costs
EMD
₹ 2,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HWAY_142355_1Bid Award Id
ViewTender No
TN No.06/2019-20/D1-8Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
4992
-
3.9
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
8052
-
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
2503.15
-
12.99
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
3981.28
-
12.99
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
2615.65
-
12.99
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
4225.05
-
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
1.86
-
1676.69
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
3.6
-
1568.36
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
2.81
-
1685.49
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
2.7
-
1641.49
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
1501.89
-
1915.48
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
2388.77
-
1826.13
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
1569.39
-
1915.48
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
3168.79
-
1915.48
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
7509.45
-
62.54
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
11943.85
-
62.52
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
7846.95
-
62.55
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
12675.15
-
62.53
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
7509.45
-
12.38
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
11943.85
-
12.37
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
7846.95
-
12.38
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
12675.15
-
12.37
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
375.47
-
6662.06
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
597.19
-
6564.62
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
392.35
-
6662.06
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
633.76
-
6662.06
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
225.28
-
8571.7
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
358.31
-
8474.7
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
235.41
-
8571.7
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
380.24
-
8571.7
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
2089.5
-
141.09
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
3402
-
141.09
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
2184
-
141.09
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
4151.81
-
141.09
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
2
-
906
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
3
-
906
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
2
-
906
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
3
-
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
9
-
256
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
14
-
256
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
8
-
256
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
14
-
256
Sub estimate for Pipe Culvert
-
-
-
Dismantling the existing R.R Masonry including salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,
-
-
-
Upgradation of Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
15.75
-
168
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
47.2
-
168
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
15.75
-
168
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
31.5
-
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
34.75
-
146.2
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
109.82
-
146.2
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
42.04
-
146.2
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
82.37
-
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
4.01
-
5280.84
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
12.67
-
5085.41
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
4.85
-
5299.87
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
9.51
-
5176.14
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
21.94
-
6434.34
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
71.79
-
6274.46
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
25.95
-
6423.75
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
53.84
-
6365.19
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
19.9
-
7235.27
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
63.82
-
7121.36
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
22.97
-
7267.89
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
47.86
-
7212.09
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
15
-
3700
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
30
-
3700
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
22.5
-
3700
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
15
-
197
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
30
-
197
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
22.5
-
197
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
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 Kallal kalaiyarkoil road to malaikandan raod at km 0/0 - 2/2
23.45
-
245.7
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
44.74
-
245.7
Upgradation of Malaikandan to Vetriyur road at km 0/0 - 2/0
35.69
-
245.7
Upgradation of Nagavayal rastha Road to Devakottai Sr.pattinam (link road)road at km 0/0 - 3/5.
33.56
-
245.7
Sub estimate for Construction of Toe 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 Toe wall
-
-
-
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
261
-
146.2
Vibrated Cement Concrete M15 (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 form work, soft water labour charges for mixing, transporting, laying and curing, concrete hire charges for all tools and plants and complete as per standard specification for FOOTING OF PCC Toe WALL
-
-
-
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
130.5
-
5120.86
Vibrated Cement Concrete M15 (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 form work, soft water labour charges for mixing, transporting, laying and curing, concrete hire charges for all tools and plants and complete as per standard specification for PCC TOE WALL (Below sill)
-
-
-
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
84.6
-
5713.32
Vibrated Cement Concrete M15 (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 form work, soft water labour charges for mixing, transporting, laying and curing, concrete hire charges for all tools and plants and complete as per standard specification for PCC TOE WALL (Above sill)
-
-
-
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
198
-
5800.16
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 Toe Wall
-
-
-
Upgradation of Kandanoor -Mathur road to Alagappa Engineering collage road at km 0/0 - 3/345
298
-
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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