Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Sep 2024
Closing Date8 Oct 2024
Tender Amount₹ 1,15,00,000
Costs
EMD
₹ 68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 41 Sattur H C And Sub Division
Description
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Contact
Tender Id
2024_HWAY_486599_1Tender No
T N No. 26 2024-2025 HDO Dated 14 09 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
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Road C
187.5
4095
21.84
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Road D
193.75
4231
21.84
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WET MIX MACADAM
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 Clause No. 111, 112, 406 & 900.
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Road A
86.63
198535
2291.76
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Road B
56.25
128911
2291.76
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Road C
84.38
193378
2291.76
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Road D
87.2
199841
2291.76
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Prime Coat Over WBM/ WMM Surface 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
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Road A
577.5
47193
81.72
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Road B
375
30641
81.71
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Road C
562.5
45973
81.73
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Road D
581.25
47499
81.72
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Tack Coat Over Primed Surface 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 perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
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Road A
577.5
10885
18.85
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Road B
375
7068
18.85
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Road C
562.5
10603
18.85
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Road D
581.25
10956
18.85
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Tack Coat Over Existing BT Surface 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 andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
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Road A
2904.06
78641
27.08
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Road B
1125
30465
27.08
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Road C
1687.5
45697
27.08
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Road D
7856.25
212747
27.08
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Road E
2250
60930
27.08
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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 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing 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 gradesand 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 20-30tCMP 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
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Road A
48.95
430091
8786.34
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Road B
18.75
164743
8786.34
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Road C
28.13
247159
8786.34
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Road D
105.39
925992
8786.34
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Road E
28.13
247159
8786.34
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BC 30/40mm Thick (Grade-II) Using VG30 Bitumen
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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Road A
104.46
1168160
11182.85
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Road B
45
503228
11182.85
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Road C
67.5
754842
11182.85
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Road D
253.13
2830714
11182.85
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Road E
67.5
754842
11182.85
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Earth Work for berms Incl. Compaction 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 costof 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
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Road A
210
49990
238.05
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Road B
40
9522
238.05
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Road C
240
57132
238.05
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Road D
472.5
112478
238.05
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Road E
120
28566
238.05
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms,per sqm. Area, thickness of 2.5mm, is exclusivse of surface applied glass beads as per IRC.35. The finished surface to be level, uniform and free from streaks and holes etc.,complete (as per MORT & H specification No.803)
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Road A
81.9
72891
890
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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
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9732747
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Add GST at 18%
1
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1751894
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Total Value put to Tender
1
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11484641
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Negotiated Percentage
1
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Final Negotiated Value
1
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Add GST at 18% of Final Negotiated 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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9732747
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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