National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date13 Jun 2020
Closing Date14 Jul 2020
Tender Amount₹ 5,01,87,000
Costs
EMD
₹ 2,61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HWAY_168226_1Bid Award Id
ViewTender No
TN.No.03 2020-2021 SDO Dated.09.06.2020-3Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
1800
-
4.4
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
2130
-
4.4
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
1200
-
4.4
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
1200
-
14.4
Picking the existing BT surface up to 50 mm thick depth etc complete 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 for the work and including all other incidental charges etc., complete as per MORTH Specification.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
1531.3
-
15.31
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
1343.8
-
15.31
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
1906.3
-
15.31
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
2250
-
15.31
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
1281.25
-
15.31
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
1281.3
-
15.31
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 work site, spreading in uniform layers of 150mm thick with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification for grading-V Material.
-
-
-
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
112.5
-
1509.53
Providing and laying, spreading and compacting graded stone aggregates to Wet mix macadam specification including premixing the materials with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base course on well prepared surface and compacting with Vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
1148.5
-
1727.55
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
1007.9
-
1727.55
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
857.9
-
1727.55
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
1687.5
-
1727.55
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
961
-
1727.55
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
961
-
1727.55
Providing and laying Prime Coat over WMM surface using 7 Kgs of Emulsion Bitumen (SS I) for 10sqm for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
4593.8
-
50.9
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
4031.3
-
50.91
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
5718.8
-
50.89
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
6750
-
50.9
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
3843.8
-
50.89
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
3843.8
-
50.89
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kgs Bitumen Emulsion (RS I) for 10sqm for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
4593.8
-
10.82
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
4031.3
-
10.82
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
5718.8
-
10.82
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
6750
-
10.82
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
3843.8
-
10.82
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
3843.8
-
10.82
Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 504 of MORTH rev-5.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
230.7
-
5451.4
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
202.6
-
5451.4
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
286.9
-
5451.4
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
338.5
-
5451.4
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
193.2
-
5451.4
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
193.2
-
5451.4
Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 507 of MORTH rev-5.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
137.9
-
6790.58
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
121
-
6790.58
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
171.6
-
6790.58
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
202.5
-
6790.58
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
115.4
-
6790.58
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
115.4
-
6790.58
Providing and laying earth for making up berms using Carted earth with a lead of 5 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers for filling labour charges only.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
950.4
-
154.57
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
1210
-
154.57
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
828
-
154.57
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
2044.8
-
154.57
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
792
-
154.57
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
792
-
154.57
Providing RCC M15 grade precast KM stone of stanard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
1
-
906
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
1
-
906
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
1
-
906
Providing RCC M15 grade precast HM stone of stanard design as per IRC 26-1967 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
5
-
256
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
4
-
256
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
6
-
256
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
7
-
256
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
4
-
256
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
4
-
256
Dismantling the RR Masonry in Cement Mortar in the existing culvrt and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete for Box Culvert.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
17.11
-
193
Earthwork Excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including Cost of all labour, equipments and all incidental charges such as cofferdams, sheeting, shoring bracing and their subsequent removal, removal of logs, stumps,grubs,and other deleterious matter and obstructins, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALL AND WELL PROTECTIVE WALL.
-
-
-
(a.1) Construction of Retaining wall at Km 0/10 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
122
-
84
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
43.05
-
84
(b.1) Construction of Retaining wall at Km 0/2 for the work of Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road Km 0/0-1/050
177.9
-
84
(d.1) Construction of Retaining wall at Km 0/4 & 1/4 for the work of Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0-1/775
421.8
-
84
(e.1) Construction of Retaining wall at Km 0/6 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottai Km 0/0-0/800
149
-
84
(e.2) Construction of Well Protective wall at Km 0/8 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottaii Km 0/0-0/800
112.5
-
84
(f.1) Construction of Retaining wall at Km 0/4 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
133
-
84
(f.2) Construction of Well Protective wall at Km 0/6 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
168.75
-
84
Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification FOR FOOTINGS OF RETAINING WALLS.
-
-
-
(a.1) Construction of Retaining wall at Km 0/10 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
36.5
-
5239
(b.1) Construction of Retaining wall at Km 0/2 for the work ofUpgradation of Pappireddiyur Road To Manthoppu Vaikkal Road Km 0/0-1/050
53.4
-
5433
(d.1) Construction of Retaining wall at Km 0/4 & 1/4 for the work of Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0-1/775
126.6
-
5390.19
(e.1) Construction of Retaining wall at Km 0/6 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottai Km 0/0-0/800
44.5
-
5294
(f.1) Construction of Retaining wall at Km 0/4 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
39.7
-
5308
Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification FOR STEM OF RETAINING WALLS.
-
-
-
(a.1) Construction of Retaining wall at Km 0/10 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
174
-
6934
(b.1) Construction of Retaining wall at Km 0/2 for the work ofUpgradation of Pappireddiyur Road To Manthoppu Vaikkal Road Km 0/0-1/050
172.6
-
7530
(d.1) Construction of Retaining wall at Km 0/4 & 1/4 for the work of Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0-1/775
478.7
-
7179.35
(e.1) Construction of Retaining wall at Km 0/6 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottai Km 0/0-0/800
143.9
-
7392
(f.1) Construction of Retaining wall at Km 0/4 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
128.4
-
7410
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in the RCC Retaining wall.
-
-
-
(a.1) Construction of Retaining wall at Km 0/10 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
88
-
172.8
(b.1) Construction of Retaining wall at Km 0/2 for the work ofUpgradation of Pappireddiyur Road To Manthoppu Vaikkal Road Km 0/0-1/050
156
-
172.8
(d.1) Construction of Retaining wall at Km 0/4 & 1/4 for the work of Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0-1/775
362
-
172.8
(e.1) Construction of Retaining wall at Km 0/6 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottai Km 0/0-0/800
126
-
172.8
(f.1) Construction of Retaining wall at Km 0/4 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
112
-
172.8
Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for PARAPET OVER RETAINING WALL.
-
-
-
(a.1) Construction of Retaining wall at Km 0/10 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
27.6
-
8771
(b.1) Construction of Retaining wall at Km 0/2 for the work ofUpgradation of Pappireddiyur Road To Manthoppu Vaikkal Road Km 0/0-1/050
12.2
-
8965
(d.1) Construction of Retaining wall at Km 0/4 & 1/4 for the work of Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0-1/775
28.1
-
8922.19
(e.1) Construction of Retaining wall at Km 0/6 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottai Km 0/0-0/800
10.4
-
8825
(f.1) Construction of Retaining wall at Km 0/4 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
9.2
-
8840
Supply Filling of clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for Retaining wall and Box Culvert.
-
-
-
(a.1) Construction of Retaining wall at Km 0/10 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
260
-
273
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
21.6
-
273
(b.1) Construction of Retaining wall at Km 0/2 for the work ofUpgradation of Pappireddiyur Road To Manthoppu Vaikkal Road Km 0/0-1/050
265.5
-
273
(d.1) Construction of Retaining wall at Km 0/4 & 1/4 for the work of Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0-1/775
907
-
273
(e.1) Construction of Retaining wall at Km 0/6 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottai Km 0/0-0/800
290.55
-
273
(e.2) Construction of Well Protective wall at Km 0/8 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottaii Km 0/0-0/800
30.45
-
273
(f.1) Construction of Retaining wall at Km 0/4 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
259.3
-
273
(f.2) Construction of Well Protective wall at Km 0/6 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
43.5
-
273
Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BASE COURSE OF BOX CULVERT AND WELL PROTECTIVE WALL.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
4.28
-
5056
(e.2) Construction of Well Protective wall at Km 0/8 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottaii Km 0/0-0/800
9
-
5058
(f.2) Construction of Well Protective wall at Km 0/6 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
13.5
-
5073
Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for WELL PROTECTIVE WALL.
-
-
-
(e.2) Construction of Well Protective wall at Km 0/8 for the work of Upgradation of MBC Hostel Road To Vaikuntham Kottaii Km 0/0-0/800
56.7
-
7102
(f.2) Construction of Well Protective wall at Km 0/6 for the work of Upgradation of Puravadai To Peeriyaveetukottai Km 0/0-1/0
85.05
-
7101
Vibrated Cement Concrete of Grade M-20, Nominal mix 1:1.5:3 using ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for WING WALL BELOW SILL IN BOX CULVERT.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
9.6
-
5239
Vibrated Reinforced Cement Concrete of Grade M-30, Design mix using ISS HBG metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BASE SLAB, SIDE WALL AND TOP SLAB OF BOX CULVERT.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
26.43
-
9819
Vibrated Cement Concrete of Grade M-20, Nominal mix, 1:1.5:3 using ISS HBG metal including cost and conveyance of all materials to site including cement at site and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for PARAPET OVER BOX CULVERT.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
47.82
-
7512
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete for Box Culvert.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
2.19
-
73383
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site and including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box Culvert.
-
-
-
(a.2) Construction of Box Culvert at Km 0/6 for the work of Upgradation of Sanisandhai To Karunkaradu Km 0/0-1/300
17.16
-
576.3
Direction and Place identification signs-Type-IV Providing and erecting direction and place identification Retro Refectorised signs made out of Cube corner Micro Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered and under 10 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801) (For location of blackspot, curve, sharp bend, junction, ghat roads, and critical zone application)
-
-
-
(For sign having area more than 0.9 sqm)
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
1.08
-
9057
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
2.16
-
9057
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
2.16
-
9057
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
2.16
-
9057
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
1.08
-
9057
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
1.08
-
9057
Retro Reflectorised Traffic signs (Without definition board) Type-IV Providing and erecting of Retro Refectorised Retro Refectorised Cautionary, mandatory and informatory sign (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801)
90cm Equilateral Triangle
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
4
-
4048
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
4
-
4048
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
6
-
4048
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
4
-
4048
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
2
-
4048
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
4
-
4048
Providing and erecting single sided double guard metal Beam Crash Barrier System 1.80m high, comprising of 3mm thick wall "w" Beams posts and spacer channels shall be made cold roll forming using HD confirm to IS 5986 Fe 410 / 360 and dip galvanized having Zinc Mass of 550gms/sqm minimum 95mm above road / ground lavel fixed on ISMC serier channel vertical post 150x755x5mm spaced 2m center to center 312mmx83mm flange width x 3mm thick, 4318mm long post directely embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS 1367 clause 4.60 all complete as per technical specification as directed by the Engineer - in Charge.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
74
-
5864
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
62
-
5864
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
34
-
5864
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
22
-
5864
Providing and laying of hot applied thermoplastic cmpound 2.5mm thick including reflectorising glass beeds at 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35, the finished surface to be level, uniform anf free from streaks and holes etc., complete.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
240
-
841
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
210
-
841
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
300
-
841
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
355
-
841
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
200
-
841
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
200
-
841
Providing and fixing Reflective road studs of category 'A' raised Pavement Markers made out of poly carbonate / ABS Moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming to ASTM F 4280. The reflective raised pavement markers shall also confirm to MORTH circular No RW/NH 33023/10/ 97 DO III Dt:11.06.97 and the length, height and width of the shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORT &H Circular. The strength of detachment of the integrated Cylinderical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 + /- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to o inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in acordance with ASTM D 4280 and confirming to IRC 35-2015 guideliness and MORT&H specification 804 etc., Complete.
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
240
-
414
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
200
-
414
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
300
-
414
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
370
-
414
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
190
-
414
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
250
-
414
Hazard Marker Traffic Signs - Type - IV
Providing and fixing of Retro Refectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801)
30x90cm Rectangular
-
-
-
(a) Upgradation of Sanisandhai To Karunkaradu km 0/0-1/300
2
-
3342
(b) Upgradation of Pappireddiyur Road To Manthoppu Vaikkal Road km 0/0-1/050
2
-
3342
(c) Upgradation of VCC road to Sowlur Km 0/0-1/5
4
-
3342
(d) Upgradation of Veppamarathur Bus Stop To V.Muthampatty (Railway Station) Km 0/0 -1/775
4
-
3342
(e) Upgradation of MBC Hostel Road To Vaikuntham Kottai km 0/0-0/800
2
-
3342
(f) Upgradation of Puravadai To Peeriyaveetukottai km 0/0-1/0
8
-
3342
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
44809723.79
GST 12% for above SubTotal Amount
1
-
5377166.86
Total in Figures (SubTotal + GST)
-
-
-
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