Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date23 Sep 2024
Closing Soon22 Oct 2024
Tender Amount₹ 2,87,00,000
Costs
EMD
₹ 1,54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 57 Mayiladuthurai H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_485575_3Tender No
TN.NO.23/2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Road-A
352.5
1010867
2867.71
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 with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material
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-
-
Road-A
150
444544
2963.63
Picking the existing BT surface as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed for the work and including all machinary charges and other incidental charges etc., complete as per standard specifications MORTH Vth Revision 111, 112, 202.
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-
-
Road-A
1833.33
40039
21.84
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of required thickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive 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
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-
-
Road-A
1200
3796656
3163.88
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 Pressure distributor as per clause 502- over WMM as per MORT&H Rev. V specifications No.111, 112, 502, 900.
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-
-
Road-A
7000
569800
81.4
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 granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORT&H Rev. V specifications No.111, 112, 503, 900.
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-
-
Road-A
7000
131180
18.74
DBM (Grade-II) 60mm Thick Using VG30
Providing, laying 60mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thickness including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 60mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
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-
-
Road-A
420
4582762
10911.34
BC 30mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 40mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton 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 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
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-
-
Road-A
210
2455267
11691.75
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power rolling machine, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottomof excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. for making up of low berms using available box cut earth
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-
-
Road-A
435
11597
26.66
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 40 km and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. for embankment
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-
-
Road-A
1781.79
1175642
659.81
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 40 km and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. for making up of low berms with conveyance of 40km lead
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-
-
Road-A
133.05
83087
624.48
Retaining wall
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-
-
Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
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-
-
Km 34/2
267
77261
289.37
Km 34/6
253.65
73398
289.37
Km 34/10
233.63
67605
289.37
Vibrated Cement Concrete M20 nominal mix using 40 mm ISS HBG metal using M Sand including cost and conveyance of all materials to site including cement complying to the required standared and specification including cost of form work mixing laying compacting using vibrated including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such balling out water where ever necessary forming protective bunds coffer dams etc., complete . For Foundation
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-
-
Km 34/2
51
378347
7418.58
Km 34/6
48.45
359578
7421.65
Km 34/10
44.63
330954
7415.51
Vibrated Cement Concrete M20 nominal mix using 40 mm ISS HBG metal using M Sand including cost and conveyance of all materials to site including cement complying to the required standared and specification including cost of form work mixing laying compacting using vibrated including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such balling out water where ever necessary forming protective bunds coffer dams etc., complete For Below Sill Level.as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
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-
-
Km 34/2
151.92
1231768
8108.01
Km 34/6
144.32
1170977
8113.76
Km 34/10
132.93
1078340
8112.09
Vibrated Cement Concrete M20 nominal mix using 40 mm ISS HBG metal using M Sand including cost and conveyance of all materials to site including cement complying to the required standared and specification including cost of form work mixing laying compacting using vibrated including hire and fuel charges for all tools and plants engaged,working in height curing and all other incidental charges such balling out water where ever necessary forming protective bunds coffer dams etc., complete For Above Sill Level
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-
-
Km 34/2
187.02
1685265
9011.15
Km 34/6
177.65
1601534
9015.11
Km 34/10
163.62
1474780
9013.45
Providing and fixing 100mm dia PVC Seepage Pipes of required length for abutment and wing , retaining wall including cost and conveyance of all materials to worksite , cost and labour for semi-Sperical backfill arrangements with 100mm size broken granite stones ate the periphery and labour charges for fixing etc., complete to draing the backfill as per standard specification.
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-
-
Km 34/2
38
7315
192.5
Km 34/6
36
6930
192.5
Km 34/10
33
6352
192.5
Refilling with available Excavated Earth for filling in layers not exceeding limits including consolidation including all labour charges and incidental charges etc., complete and in accordance with standard specification as per morth Vth Rev., 305 & 2907 for filling behind Retaining wall
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-
-
Km 34/2
178
7627
42.85
Km 34/6
169
7241
42.85
Km 34/10
156
6684
42.85
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 40km and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including consolidation, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. for filling between retaining wall and embankment
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-
Km 34/2
203.35
130280
640.67
Km 34/6
193.18
123764
640.67
Km 34/10
177.93
113994
640.67
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
-
24321877
Add GST at 18%
1
-
4377938
Total Value put to Tender
1
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28699815
Quoted Percentage
1
-
-
Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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24321877
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Quoted Rate in Words
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-
-
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