Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,50,00,000
Costs
EMD
₹ 1,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 04 24 25 Karur Division Single Work Sl No 04
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_478019_1Tender No
TN 04 24 25 Karur Division Single Work Sl No 04Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road A
3742.56
461307
123.26
Picking the existing BT surface upto 50mm depth 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 pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004
1
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-
Road A
221.18
4830
21.84
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 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. MORTH No. 111, 112, 401, 900
1
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-
Road A
758.89
1500446
1977.16
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 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- III Material. MORTH No. 111, 112, 401, 900
1
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-
Road A
562.15
1161480
2066.14
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, 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
1
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-
Road A
1502.39
3203380
2132.19
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 perClause 502 of MORTH Rev-5
1
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-
Road A
6081.45
497462
81.8
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 s perClause 503 of MORTH Rev-5
1
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-
Road A
6081.45
114878
18.89
Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5
1
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-
Road A
15736.15
426607
27.11
B. M. 50mm Thick Using Mini Hot Mix Plant & VG30 Bitumen Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
1
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-
Road A
0.95
7598
7998.59
DBM (Grade-I) 75mm Thick Using VG40 Bitumen (Table - 500-10) Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
1
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Road A
567.97
5353367
9425.44
DBM (Grade-II) 50mm Thick Using VG40 Providing, laying 50mm 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 VG40 Grade bitumen for premixing per 10sqm 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 50mm 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
1
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-
Road A
452.26
4611894
10197.44
BC 30/40mm Thick (Grade-II) Using VG40 Bitumen Providing and laying Bituminous Concrete to 30/40mm 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 VG40 bitumen for premixing per 10sqm 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 40mm 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
1
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-
Road A
872.7
9669297
11079.75
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete andas directed by the departmental engineers.
1
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-
Road A
165
4392
26.62
Earthwork 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 and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for DIVERSION ROAD. MORTH No. 111, 112, 304
1
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-
Road A
110
13558
123.26
Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / R.R Masonry with lime motor. MORTH No. 111, 112, 202
1
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-
Road A
9.92
2808
283.14
Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling RCC slab. MORTH No. 111, 112, 202
1
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-
Road A
7.8
33607
4308.7
Earthwork 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 and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation for culvert. MORTH No. 111, 112, 304
1
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-
Road A
309.78
89836
290
Vibrated Cement Concrete M-15 Grade 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 LEVELLING COURSE BELOW BASE SLAB OF BOX CULVERT.
1
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-
Road A
10.26
63118
6151.87
Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for BASE SLAB, SIDE WALL AND TOP SLAB OF BOX CULVERT . MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
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-
Road A
73.64
826396
11222.12
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BASE OF RETAINIG WALL. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
12.96
81184
6264.27
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for PARAPET OVER BOX CULVERT AND RETAINING WALL. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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Road A
39.67
309871
7811.24
Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel 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 spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
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Road A
4.85
463708
95610
Vibrated Cement concrete M30 mix (Design Mix) using 25MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing 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 Deck Slab and Approach Slab. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900, 2200, 2300
1
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Road A
49.4
31303
633.68
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
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29652787
Add GST at 18%
1
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5337502
Total Value put to Tender
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34990289
Differnce Amount (Excess/Less)
1
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-
Quoted Amount (Basic Rate Only)
1
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Add GST at 18% of of Quoted Amount
1
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Total Value of Quoted Amount Including 18% of GST
1
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Basic cost of value put to tender as per Estimate
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29652787
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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