National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date6 Nov 2019
Closing Date3 Dec 2019
Tender Amount₹ 6,20,32,484
Costs
EMD
₹ 3,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HWAY_143838_1Bid Award Id
ViewTender No
TN No.10/2019-20/D1-36Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
4416
-
3.9
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
564
-
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
2730.55
-
12.99
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
3590.2
-
12.99
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
4601.3
-
12.99
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
523.13
-
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).
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-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
1228.75
-
1381.28
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
1615.6
-
1376.88
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
944.48
-
1407.68
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
269.16
-
1350.1
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).
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-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
2047.9
-
1586.99
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
2692.63
-
1586.99
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
3461.43
-
1587.01
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
448.59
-
1613.93
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
8191.65
-
62.8
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
10770.5
-
62.8
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
13845.75
-
62.8
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
1794.38
-
62.77
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).
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-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
8191.65
-
12.47
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
10770.5
-
12.47
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
13845.75
-
12.47
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
1794.38
-
12.46
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 surface cleaned with mechanical broom as per clause 503 - Specification Number as per MORTH Rev.V 111,112,503,900).
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-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
27
-
14.17
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
48.75
-
14.17
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
84.74
-
14.17
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
409.57
-
6341.24
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
538.53
-
6341.24
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
692.28
-
6339.04
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
89.72
-
6367.54
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
245.75
-
8278.58
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
323.12
-
8278.58
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
415.37
-
8274.85
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
53.83
-
8302.65
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 I.(Specification Number as per MORTH Rev.V 111,112,507,900).
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-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
1.36
-
7987.32
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
2.45
-
7987.32
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
4.24
-
7983.62
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
4320.62
-
141.09
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
6015
-
141.09
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
5413.18
-
141.09
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
981
-
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
2
-
906
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
3
-
906
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
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 Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
9
-
256
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
13
-
256
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
15
-
256
Upgradation of Karumpulioothu - Maruthamputhur road km 0/0 - 0/470
2
-
256
Sub estimate for Box Culvert
-
-
-
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
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
33.76
-
289
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
84.4
-
289
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
33.75
-
289
Dismantling the existing Cut stoneSlab and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SoR 2019 - 2020
-
-
-
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
6.53
-
700
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 Box culvert
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
97.3
-
73.1
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
194.35
-
73.1
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
84.04
-
73.1
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 FOOTING FOR WING WALL AND BOX CULVERT
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
62.54
-
5296.11
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
134.7
-
5217.72
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
54.54
-
5336.41
Vibrated Cement Concrete of grade M15 (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 PARAPET FOR BOX CULVERT
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
61.74
-
6913.77
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
145.7
-
6942.02
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
44.33
-
7163.04
Vibrated Reinforced Cement Concrete of M25 (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 BOX CULVERT BASE SLAB
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
24.2
-
7273.43
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
37.05
-
7449.81
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
19.51
-
7434.57
Vibrated Reinforced Cement Concrete of M25 (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 BOX CULVERT SIDE WALL
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
25.2
-
10222.27
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
45
-
11541.2
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
17.1
-
10668.7
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 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
16
-
172.8
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
40
-
172.8
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
32
-
172.8
Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20 mm 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 BOX CULVERT DECK SLAB
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
24.2
-
8965.56
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
34.15
-
10004.62
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
18.93
-
9241.34
Supply and Fabrication of steel 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, for BOX CULVERT
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
7.87
-
69849.37
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
15.425
-
69849.37
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
6.467
-
69849.37
Earthwork for sub grade, shoulders and backfills in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per SS 20B for making up embankments for fomation of Diversion road using carted earth with an average lead of 5 km (97% compaction) for Diversion road
-
-
-
Upgradation of Mukkudal - Arikesavanallur road to Thiruppudaimaruthur road km 0/0-2/2
663
-
141.09
Upgradation of Mukkudal - Arikesavanallur Road Km 0/0-3/210
1608.75
-
141.09
Upgradation of Ambalam - Deivanayagaperi road km 0/0 - 3/600
653.25
-
141.09
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 Ambalam - Deivanayagaperi road km 0/0 - 3/600
393.12
-
146.2
Vibrated 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 Ambalam - Deivanayagaperi road km 0/0 - 3/600
131.04
-
5116.11
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 Ambalam - Deivanayagaperi road km 0/0 - 3/600
157.25
-
6218.09
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 Ambalam - Deivanayagaperi road km 0/0 - 3/600
205.63
-
7452.9
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 Ambalam - Deivanayagaperi road km 0/0 - 3/600
220
-
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)
-
-
-
Evaluation Notes How It Works ?
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