Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date18 Jun 2020
Closing Date15 Jul 2020
Tender Amount₹ 58,13,245
Costs
EMD
₹ 40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Chy Package No. 137 Special Repairs 2020-2021
Description
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Contact
Tender Id
2020_HWAY_168862_1Bid Award Id
ViewTender No
TN.13/CHY/Pac 137/SPECIAL REPAIRS - 2020-2021Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Road B
5640
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16.95
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Road A
108
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1641.84
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces
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Road C
180
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103.7
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Road B
60
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5426.78
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Road B
192.84
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6750.6
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Add GST at 12%
1
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622848
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Road C
37.42
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7225
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Road B
118.13
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1641.84
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Road C
600
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10.74
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Road B
787.5
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50.68
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Road B
17.81
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7132
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Vibrated Reinforced Cement concrete in M15, 1:2:4 mix grade using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for repairing the parapet and culvert portion.
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Road B
787.5
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10.74
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Road C
1650
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16.96
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Road B
720
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103.7
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Quoted value
1
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
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5190397
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Picking the existing BT surface 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 of the work and including all other incidental charges etc., complete as per standard specifications.as per MORT&H Rev. V specifications No.111,112,202.
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Bituminous Macadam (Table - 500-10)(Providing and laying bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with 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.504) Grading II (50-75mm)
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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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer
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-
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Road A
57
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5426.78
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Road A
5230
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16.96
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Road A
720
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10.74
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Bituminous Concrete (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 filler, transporting the hot mix to work site, laying with 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
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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
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-
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Road A
80
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103.7
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Total Value of Contract Including 12% of GST
1
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-
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Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
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-
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Road A
240
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15.31
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Bituminous Macadam Providing and Laying 50mmthick 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 Plantand 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 (Mix-in-place method) (For Patch Works)
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Road C
67.5
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6750.6
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Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer EarthWork for berms including Cost of earth work and compaction by power roller (100% compaction)
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Final Quoted Value
1
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Advance patch work using 45mm IRC size HBG metal for making the pot hole and patching using VG10 grade bitumen including mixing at the rate of 44kg/cum of chips after trimming the pot holes or depression to proper shape and depth side pointing wih tack coat and commpacting the layesr as directed by departmental officers etc., complete as per MORTH Rev.specification
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Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in accordance with IS 2720 (part 8) 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)
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Road A
7.42
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5288.3
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Road C
22.5
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5426.78
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Road A
178.5
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6750.6
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Road B
16.36
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2624.38
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Road C
200
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15.31
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Road A
720
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50.68
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Road C
600
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50.69
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Road C
90
-
1641.84
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Road B
262.5
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15.31
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Add GST at 12% of Final Quoted Value
1
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Evaluation Notes How It Works ?
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