Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 2,04,80,000
Costs
EMD
₹ 1,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-117 Thirumayam (h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_495068_5Bid Award Id
ViewTender No
TN.No.46 / 2024-2025Tender 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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Road-B
163.33
21
3567.13
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Road-C
183.33
21
4003.93
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Road-D
201.67
21
4404.47
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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
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-
-
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Road-A
73.5
2133
156790.94
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Road-B
73.5
2133
156790.94
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Road-C
55
2133
117326.55
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Road-D
60.5
2133
129059.21
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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 per Clause 502 of MORTH Rev-5
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-
-
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Road-A
490
80
39263.7
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Road-B
490
80
39263.7
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Road-C
550
80
44077
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Road-D
605
80
48478.65
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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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-
-
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Road-A
490
18
8981.7
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Road-B
490
18
8981.7
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Road-C
550
18
10081.5
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Road-D
605
18
11089.65
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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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-
-
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Road-A
7587.88
26
202368.76
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Road-B
2310
26
61607.7
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Road-C
7150
26
190690.5
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Road-D
7095
26
189223.65
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Road-E
3818.75
26
101807.88
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Road-F
3946.88
26
105263.29
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Road-G
5878.13
26
156769.73
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Advance patch work 50mm thickness using 45mm IRC siae HBG metal for making the potholes and patches using VG10 grade bitumen including mix at the rate of 44kg/cum of IRC metal after trimming the pot holes or depression proper shape and depth, side painting with tack coat and compacting the layers as directed by the Engineer and also as per MORTH No111, 112,501, 900
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-
-
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Road-E
9.32
3715
34630.79
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Road-F
2.71
3510
9513.35
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Road-G
6.87
3522
24199.51
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Providing and laying 50mm thick Bituminous Macadam using course aggregate and VG 30 bitumen which all consist of construction in a single course base/binder course confirming to the specification on a previously prepared base.(using Mini Hot Mix Plant and power roller) including cost of material,labour charged,rentals for machinery,fuel and all other incidental charges etc.,complete as per clause 504 MORTH Rev-5 (Mix in place method) (For Patch Work)
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-
-
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Road-A
9.85
8050
79298.02
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Road-B
5.06
8063
40800.1
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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 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
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-
-
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Road-A
54.18
8219
445318.42
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Road-B
28
8219
230138.72
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Road-C
47.85
8219
393290.63
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Road-D
45.93
8219
377509.69
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Road-E
37.5
8219
308221.5
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Road-F
31.88
8219
262029.37
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Road-G
60
8219
493154.4
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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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-
-
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Road-A
242.34
10368
2512733.79
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Road-B
84
10368
870964.92
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Road-C
231
10368
2395153.53
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Road-D
231
10368
2395153.53
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Road-E
114.56
10368
1187830.25
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Road-F
118.41
10368
1227749.48
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Road-G
176.34
10368
1828404.21
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with in average lead of 5 km 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 of 5 Km Lead
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-
-
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Road-A
265.12
238
63103.86
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Road-B
139.2
238
33132.38
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Road-E
298.5
238
71048.97
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Road-F
195
238
46413.9
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Road-G
298.8
238
71120.38
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with in average lead of 1.0 km 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 of 1.0 Km Lead
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-
-
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Road-C
420
183
76994.4
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Road-D
420
183
76994.4
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
17348362
-
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Add GST at 18%
1
3122705
-
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Total Value put to Tender
1
20471067
-
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Quoted Percentage
1
-
-
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Quoted Value
1
-
-
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Add GST at 18% of Final Quoted 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
-
-
17348362
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
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