Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Sep 2019
Closing Date1 Oct 2019
Tender Amount₹ 1,99,87,664
Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package-45, Trichy Division Cridp 2019-20
Description
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Contact
Tender Id
2019_HWAY_136730_3Bid Award Id
ViewTender No
TN.No.09 2019-20 TRICHYTender 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 C
250
-
12.99
ROAD D
125
-
12.99
ROAD F
207.5
-
12.99
ROAD G
89.83
-
12.99
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900
-
-
-
Road A
112.51
-
1733.57
Road B
114.01
-
1733.57
Road C
112.5
-
1733.57
ROAD D
37.5
-
1733.57
ROAD F
93.38
-
1733.57
ROAD G
67.38
-
1733.57
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900
-
-
-
Road A
750
-
60.57
Road B
885
-
60.59
Road C
750
-
60.59
ROAD D
375
-
60.57
ROAD F
622.5
-
60.56
ROAD G
269.5
-
60.57
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
-
Road A
750
-
11.76
Road B
885
-
11.77
Road C
750
-
11.76
ROAD D
375
-
11.76
ROAD F
622.5
-
11.75
ROAD G
269.5
-
11.76
Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.
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-
-
Road A
46.47
-
2951.73
Road B
24.96
-
2941.16
Road C
28.97
-
2923.33
ROAD D
11.8
-
2875.69
ROAD E
18.67
-
2843.27
ROAD F
18.37
-
2842.73
ROAD G
4.04
-
2869.04
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 prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
-
-
-
Road A
9810
-
16.65
Road B
6773.75
-
16.66
Road C
6880
-
16.66
ROAD D
4972.5
-
16.65
ROAD E
7680
-
16.65
ROAD F
7717.5
-
16.65
ROAD G
1930.5
-
16.65
Providing and laying Bituminous Macadam with 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 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900
-
-
-
Road A
105
-
6313.7
Road B
78.95
-
6313.7
Road C
75
-
6313.7
ROAD D
52.5
-
6313.7
ROAD E
83.82
-
6313.7
ROAD F
82.5
-
6313.7
ROAD G
22
-
6313.7
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job 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 tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II
-
-
-
Road A
316.8
-
8042.73
Road B
229.76
-
8042.73
Road C
228.9
-
8042.73
ROAD D
160.43
-
8042.73
ROAD E
230.4
-
8042.73
ROAD F
250.2
-
8042.73
ROAD G
66
-
8042.73
Collection and supply of Carted earth including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for side berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900
-
-
-
Road A
520
-
142.01
Road B
589.5
-
142.01
Road C
350
-
142.01
ROAD D
210
-
142.01
ROAD E
356
-
142.01
ROAD F
404
-
142.01
ROAD G
20
-
142.01
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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Add GST at 12%
1
-
-
Total Value put to Tender
1
-
-
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 12% of Final Negotiated Value
1
-
-
Total Value of Contract Including 12% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
-
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
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-
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Evaluation Notes How It Works ?
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