Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date28 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 1,96,00,000
Costs
EMD
₹ 1,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv- 60 Tenkasi H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_489258_1Bid Award Id
ViewTender No
T N No. 35 2024-2025 HDO Dated 26 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
ROAD-C
82.5
176042
2133.85
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 Clause No. 111,112,501,502 &900 .
-
-
-
ROAD-C
550
44643
81.17
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 Clause No.111, 112,501, 503 & 900.
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-
-
ROAD-C
550
10252
18.64
Milling the existing BT surface 50 to 70mm depth
Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine, including conveying the milled waste material saway from the work site to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers
-
-
-
ROAD-A
6678
679352
101.73
ROAD-B
8778.25
929177
105.85
ROAD-C
10985
1162762
105.85
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.
-
-
-
ROAD-A
6678
179771
26.92
ROAD-B
8778.25
236222
26.91
ROAD-C
10985
295606
26.91
ROAD-D
2250
60570
26.92
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
-
-
-
ROAD-C
27.5
231014
8400.52
ROAD-D
28.13
236306
8400.52
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 Clause No. 111, 112, 501,507 & 900.
-
-
-
ROAD-A
267.12
2855806
10691.1
ROAD-B
351.11
3753752
10691.1
ROAD-C
461.4
4932873
10691.1
ROAD-D
67.5
721649
10691.1
Filling with Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying spreading etc complete and as directed by departmental engineers for making up of berm including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900
-
-
-
ROAD-A
172
29181
169.66
ROAD-D
111.4
18900
169.66
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
16557890
Add GST at 18%
1
-
2980420
Total Value put to Tender
1
-
19538310
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
16557890
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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