Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,61,85,000
Costs
EMD
₹ 3,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_477215_1Tender No
TN.No.3/2024-25/HDO Dt.20.08.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road A
450
1111198
2469.33
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 soil compactor to achieve the desired density, complete as per clause 401 (Grade-V)
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-
-
Road A
810
1926933
2378.93
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
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-
Road A
1125
2635942
2343.06
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
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-
-
Road A
4500
367290
81.62
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 per Clause 503 of MORTH Rev-5
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-
-
Road A
4500
84690
18.82
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 per Clause 503 of MORTH Rev-5
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-
Road A
11705
316737
27.06
Road B
14000
378840
27.06
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 them in required temperature using Central hot mix plant 20-30ton 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 (Grade-II)
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-
-
Road B
112.35
977429
8699.86
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 (Grade-II)
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Road A
1122.17
11576328
10316.02
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 (Grade-II)
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Road A
646.16
7218705
11171.7
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 VG30 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 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 (Grade-II)
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Road B
560
6140472
10965.13
Providing and laying Carted Earth having minimum CBR of 10 with an additional lead of km including conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305, 900
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-
-
Road A (Lead 9 Km)
712.12
208430
292.69
Road B (Lead 8 Km)
358
99885
279.01
Retaining Wall
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-
-
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation
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Road C
1349.04
332565
246.52
Plain Cement Concrete of grade M15 (Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and 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 etc., complete as per relevant standard specification By the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
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Road C
84.32
551015
6534.81
Vibrated Cement Concrete of grade M20 (Nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges etc., complete as per relevant standard specification for BODY WALL (BELOW SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
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-
Road C
964.43
7166100
7430.4
Vibrated Cement Concrete of grade M20 (Nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges etc., complete as per relevant standard specification for BODY WALL (ABOVE SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
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Road C
652.57
5885894
9019.56
Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
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-
Road C
577.5
117290
203.1
Refilling the excavated earth from the available site earth including laying watering and consolidation etc., complete as directed by the departmental officer as per MoRT&H 111, 112, 305
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-
Road C
1443.75
61864
42.85
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
-
47601350
Add GST at 18%
1
-
8568243
Total Value put to Tender
1
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56169593
Difference in Value
1
-
-
Bidder quoted value
1
-
-
Add GST at 18% of Final quoted Value
1
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-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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47601350
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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