Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date22 Oct 2024
Tender Amount₹ 52,80,000
Costs
EMD
₹ 37,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 79 Sirkali H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_489651_4Bid Award Id
ViewTender No
TN.NO.30/2024-2025 SCTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road-B
137.5
3003
21.84
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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
44.25
134822
3046.84
Road-B
41.25
125682
3046.84
Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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
-
-
-
Road-A
442.5
35731
80.75
Road-B
412.5
33309
80.75
Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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
442.5
8181
18.49
Road-B
412.5
7627
18.49
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 surface cleaned with mechanical broom as per clause 503 - over the existing BT surfaces .as per MORT&H Rev. V specifications No.111, 112, 503, 900.
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-
-
Road-A
4807.5
128792
26.79
Road-B
3337.5
89411
26.79
BM (Grade-II) 50mm Thick Using VG30
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 of 50mm thick 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
-
-
-
Road-A
45.57
416919
9149
Road-B
31.88
291670
9149
BC 30mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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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-
-
Road-A
157.5
1775258
11271.48
Road-B
112.5
1268041
11271.48
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with and avarage lead of 10 km 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 Carted Earth with compaction for making up of low berms
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-
-
Road-A
280
85794
306.41
Road-B
200
61282
306.41
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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4468750
Add GST at 18%
1
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804375
Total Value put to Tender
1
-
5273125
Quoted Percentage
1
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-
Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
4468750
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
Quoted Rate in Words
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-
-
Evaluation Notes How It Works ?
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