Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,31,82,000
Costs
EMD
₹ 1,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 069 Tn No 17 2024 25 Hdo Dated 30 08 2024
Description
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Contact
Tender Id
2024_HWAY_481378_1Bid Award Id
ViewTender No
MDU No 069 TN No 17 2024 25 HDO Dated 30 08 2024Tender 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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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 250m thick, including premixing the Material with water at OMC in mechanical mix plant conveyance 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 soil compactor to achieve the desired density including cost of material, labour cherges, rentals for machinery, fuel and all other incidental charegs etc, Complete as per clause 406 of MORTH Rev -5
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-
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ROAD A
89.3
197405
2210.59
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ROAD B
89.3
197405
2210.59
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Prime coat Providing and Laying primer coat over WBM/WMM surface using 7 kg of bitumen emulsion (SS-I ) per 10 sqm for preparetory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charegs etc, complete as per clause 502 of MORTHRev -5
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-
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ROAD A
595
48742
81.92
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ROAD B
595
48736
81.91
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Tack coat Providing and Laying Tack coat over WBM/WMM surface (treated with primer) using 2.50 kg of bitumen emulsion (RS-I ) per 10 sqm for preparetory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charegs etc, complete as per clause 502 of MORTH Rev -5
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-
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ROAD A
595
11263
18.93
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ROAD B
595
11257
18.92
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Tack coat Providing and Laying Tack coat over Existing BT surface using 2 kg of bitumen emulsion (RS-I ) per 10 sqm for preparetory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charegs etc, complete as per clause 503 of MORTH Rev -5
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-
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ROAD A
10280
278999
27.14
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ROAD B
26302.5
713849
27.14
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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 all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
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-
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ROAD A
46.16
379034
8211.32
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ROAD B
123.29
997081
8087.29
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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-5Grading II
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-
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ROAD A
131.25
1130178
8610.88
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ROAD B
331.1
2851062
8610.88
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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
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-
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ROAD A
326.26
3566749
10932.23
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ROAD B
806.94
8821653
10932.23
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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 for Carted Earth: 2
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-
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ROAD B
501.6
119380
238
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ROAD B
1105.5
263109
238
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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
-
19644573
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Add GST at 18%
1
-
3536023
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Total Value put to Tender
1
-
23180596
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Excess/Less Percentage
1
-
-
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Final Value
1
-
-
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Add GST at 18% of Final 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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19644573
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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