Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 1,13,90,000
Costs
EMD
₹ 67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_500695_8Tender No
TN.NO.50/2024-25 SCTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road-B
125
21
2730
Road-C
177.27
21
3871.58
Road-D
81.25
21
1774.5
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thickness 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
-
-
-
Road-A
53.44
2237
119579.48
Road-B
56.25
2237
125867.25
Road-C
53.18
2237
118997.7
Road-D
36.56
2237
81808.12
Prime Coat Over WMM Surface
Providing and laying Prime Coat over WMM surface using Pressure Distributorat 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 per Clause 502 of MORTH Rev-5
-
-
-
Road-A
356.25
81
29016.56
Road-B
375
81
30543.75
Road-C
531.8
81
43325.75
Road-D
243.75
81
19858.31
Tack Coat Over Primed Surface
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 502 of MORTH Rev-5
-
-
-
Road-A
356.25
18
6679.69
Road-B
375
18
7031.25
Road-C
531.8
18
9976.57
Road-D
243.75
18
4572.75
Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.
-
-
-
Road-A
16.75
3616
60575.54
Road-B
5.39
3632
19579.61
Road-C
18.4
3662
67385.22
Road-D
4.37
3677
16071.33
Tack Coat Over Existing BT Surface
Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of 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
-
-
-
Road-A
7438.13
27
200829.51
Road-B
1762.5
27
47587.5
Road-C
7229.2
27
195260.69
Road-D
1961.25
27
52973.36
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 50 mm 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
80.62
8502
685453.81
Road-B
21.19
8502
180163.31
Road-C
79.12
8502
672700.39
Road-D
20.63
8502
175402.04
BC 30 mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30 mm 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 40 mm thickness 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 30 mm 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
-
-
-
Road-A
233.83
10743
2512112.85
Road-B
64.13
10743
688969.75
Road-C
232.83
10743
2501369.52
Road-D
66.15
10743
710671.28
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 5 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance for 5 Km Lead
-
-
-
Road-A
392
238
93303.84
Road-B
114
238
27134.28
Road-C
413.2
238
98349.86
Road-D
159.9
238
38059.4
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
9652180
-
Add GST at 18%
1
1737392
-
Total Value put to Tender
1
11389572
-
Quoted Percentage
1
-
-
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
-
-
9652180
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Quoted Rate in Words
-
-
-
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