Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date23 Sep 2024
Closing Date15 Oct 2024
Tender Amount₹ 2,32,80,000
Costs
EMD
₹ 1,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_486167_1Bid Award Id
ViewTender No
TN.No.21/2024-25/HDO Dt.12.09.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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 for Box Cutting for Wideneing Portion and as per MORTH No. 111, 112, 201, 202, 301, 302
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Road A
3416.59
421128
123.26
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment / sub grade (Lead 10 km)
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-
-
Road A
1274.85
435616
341.7
Construction of granular sub-base - V 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
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-
-
Road A
267.72
626558
2340.35
Construction of granular sub-base - III 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
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-
-
Road A
254.97
619699
2430.48
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm/150mm thick, including premixing the materials with water at OMC in mechnanical mixplant, 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
637.41
1468031
2303.12
Road B
79.32
195835
2468.93
Road C
81.02
195395
2411.7
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
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-
-
Road A
2549.7
207392
81.34
Road B
528.75
43019
81.36
Road C
540
43929
81.35
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm 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 per Clause 502 of MORTH Rev-5
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-
-
Road A
2549.7
47704
18.71
Road B
528.75
9898
18.72
Road C
540
10108
18.72
Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm 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
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-
-
Road A
10170.78
274305
26.97
Road B
3219.13
86852
26.98
Road C
3317.5
89506
26.98
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 al other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
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-
-
Road A
49.98
429928
8602.01
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 the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm 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 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 504 of MORTH Rev-5 (Gr- I)
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-
Road A
254.97
2402011
9420.76
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 - 13.20mm, 0.43cum of 13.20 - 2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm 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 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 504 of MORTH Rev-5 (Gr-II)
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-
-
Road A
504.61
4383728
8687.36
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 - 13.20mm, 0.43cum of 13.20 - 2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm 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 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 504 of MORTH Rev-5 (Gr- II)
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-
Road B
46.14
401847
8709.3
Road C
46.7
403756
8645.74
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00 - 9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 20-30t 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 (Gr - II)
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-
Road A
383.71
4224416
11009.4
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00 - 9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 20-30t 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 (Gr - II)
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Road B
112.46
1227999
10919.43
Road C
115.74
1256398
10855.35
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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance (Lead 10 km)
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Road A
315.08
96531
306.37
Road B
186.4
57107
306.37
Road C
197.3
60446
306.37
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
-
19726935
Add GST at 18%
1
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3550848
Total Value put to Tender
1
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23277783
Difference in Value
1
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-
Bidder quoted value
1
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-
Add GST at 18% of Final quoted Value
1
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-
Total Value of Contract Including 18% of GST
1
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-
Basic cost of value put to tender as per Estimate
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19726935
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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