Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Feb 2024
Closing Date26 Feb 2024
Tender Amount₹ 1,86,00,000
Costs
EMD
₹ 1,03,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Cridp 2023-24 (junction Improvements)
Description
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Contact
Tender Id
2024_HWAY_420943_1Bid Award Id
ViewTender No
096 - Junction ImprovementsTender 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
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Granular Sub-base with Graded Material (Table: 400-1) - Plant Mix Method Construction of granular sub-base by provision 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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-
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Road A
185.84
442074
2378.79
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Road B
115.82
273982
2365.59
... More
Granular Sub-base with Graded Material (Table: 400-1) - Plant Mix Method Construction of granular sub-base by provision 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
142.9
354320
2479.5
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Road B
85.75
211485
2466.3
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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 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 of MORTH Specification.(Morth No. 111, 112, 406, 900)
1
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-
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Road A
357.32
1003325
2807.92
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Road B
214.46
602186
2807.92
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Providing and laying Prime Coat over 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 (Morth No. 111, 112, 501, 502, 900)
1
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-
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Road A
1429
129953
90.94
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Road B
857.5
77981
90.94
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Providing and laying Tack Coat over 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 perClause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)
1
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-
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Road A
1429
26279
18.39
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Road B
857.5
15769
18.39
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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II 50mm thick (Morth No. 111, 112, 505, 900)
1
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-
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Road A
100.1
1066923
10658.58
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Road B
60.11
640687
10658.58
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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 Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507, 900)
1
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-
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Road A
57.16
657577
11504.15
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Road B
34.3
394592
11504.15
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Retaining Wall
1
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-
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Earth work Excavation in all classes of soils except rock classification and deposting on bank with all leads and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam whereever necessary for dressing the bed below sill level etc., complete as per standard specification for foundation of Retaining wall (Morth No. 111, 112, 304)
1
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-
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Road A
132.66
41620
313.74
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Road B
138.29
43387
313.74
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VIbrated Cement Concrete 1:3:6 (Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For base course for Levelling Course for Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
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-
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Road A
15.01
105950
7058.67
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Road B
10.87
76057
6997.05
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Vibrated Cement Concrete M 20 (Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For below sill of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road A
117.92
934616
7925.85
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Road B
127.65
1003868
7864.23
... More
Vibrated Cement Concrete M20 Nominal mix 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 ABOVE SILL of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road A
243.46
2435476
10003.6
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Road B
317.46
3001323
9454.18
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Vibrated Cement Concrete 1:2:4 Nominal mix mix using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete FOR PARAPET (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road A
11.88
167212
14075.09
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Road B
7.02
98374
14013.48
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.
1
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-
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Road A
60.3
120358
1995.99
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Road B
59.1
115112
1947.75
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Providing and fixing 110mm 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 back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900)
1
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-
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Road A
130
26403
203.1
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Road B
62
12592
203.1
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Filling behind Abutments and wings with Available earth including cost and conveyance of earth 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. (Morth No. 111, 112, 304, 900)
1
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-
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Road A
482.4
26305
54.53
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Road B
334.9
18262
54.53
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Breast Wall
1
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-
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH clause No:305 for berms using box cut earth (Morth No. 111, 112, 301, 305, 900)
1
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-
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Road B
167.33
26249
156.87
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Earth work Excavation in all classes of soils except rock classification and deposting on bank with all leads and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam whereever necessary for dressing the bed below sill level etc., complete as per standard specification for foundation of Retaining wall (Morth No. 111, 112, 304)
1
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-
... More
Road B
49.3
15467
313.74
... More
VIbrated Cement Concrete 1:3:6 ( Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For base course for Levelling Course for Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
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-
... More
Road B
5.58
39043
6997.05
... More
Vibrated Cement Concrete M 20 (Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For below sill of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
... More
Road B
43.83
344689
7864.23
... More
Vibrated Cement Concrete M20 (Nominal Mix) 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 ABOVE SILL of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
... More
Road B
89.64
891714
9947.73
... More
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.
1
-
-
... More
Road B
22.41
43649
1947.75
... More
Providing and fixing 110mm 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 back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900)
1
-
-
... More
Road B
72
14623
203.1
... More
Filling behind Abutments and wings with Available earth including cost and conveyance of earth 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. (Morth No. 111, 112, 304, 900)
1
-
-
... More
Road B
93.38
5092
54.53
... More
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
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15751270
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Add GST at 18%
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2835229
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Total Value put to Tender
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18586499
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Differnce Amount (Excess/less)
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Quoted Amount (Basic Rate Only)
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Add GST at 18% of Quoted Amount
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-
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Total Value of Quoted Amount including 18% of GST
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-
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Basic cost of value put to tender as per Estimate
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15751270
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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Evaluation Notes How It Works ?
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