Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 1,14,30,000
Costs
EMD
₹ 68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-99 Mannargudi H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_513893_3Bid Award Id
ViewTender No
TN.NO.53/2024-25Tender 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
6600
86
569448
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Picking the existing BT surface as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed for the work and including all machinary charges and other incidental charges etc., complete as per standard specifications MORTH Vth Revision 111, 112, 202.
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Road - C
158.75
21
3467.1
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 100mm 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 / Basecourse 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
40.15
3091
124138.18
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Road - B
39.05
3091
120737.13
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Road - C
47.64
3091
147296.21
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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
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-
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Road - A
9.55
9020
86149.79
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Road - B
11.66
9032
105320.35
... More
Advance patch work to an average thickness of 50mm using premixed 45mm IRC metal over the existing BT surface using 44Kg of bitumen of grade 80/100 per cum of chips for premix and consolidation well including cost and conveyance of chips to work site and including cost of bitumen which shall be procured by the contractor himself and all labour charges etc., complete.
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-
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Road - C
7.91
4375
34606.96
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Providing and laying Prime Coat over WMM surface using pressure distributor 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
401.5
80
32449.23
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Road - B
390.5
80
31560.21
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Road - C
476.25
80
38490.53
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Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 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
401.5
18
7431.77
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Road - B
390.5
18
7228.16
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Road - C
476.25
18
8815.39
... More
Providing and laying Tack Coat over Existing BT surface using pressure distributor 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 perClause 503 of MORTH Rev-5
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-
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Road - A
5347.5
26
143366.48
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Road - B
6632
26
177803.92
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Road - C
4120.88
26
110480.79
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Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50 - 13.20 mm, 0.43 cum of 13.20 - 2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG 30 Grade bitumen for premixing per 10 sqm 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 hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm 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 Grading II .as per MORT&H Rev. V specifications No.111,112,504, 900.
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-
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Road - A
46.65
9218
430047.69
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Road - B
53.11
9218
489599.85
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Road - C
45.75
9218
421750.95
... More
Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG 30 bitumen for premixing per 10 sqm 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 hotmix 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 - Grading II as per MORT&H Rev. V specifications No.111,112,507,900.
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-
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Road - A
172.47
11355
1958436.52
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Road - B
210.68
11355
2392319.86
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Road - C
137.91
11355
1565999.77
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 10km 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 Carted Earth with compaction for making up of low berms with conveyance of 10 Kms Lead.
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-
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Road - A
192.28
306
58916.51
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Road - B
233.67
306
71598.82
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Road - C
234.6
306
71883.79
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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
9679225
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Add GST at 18%
1
1742261
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Total Value put to Tender
1
11421486
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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
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9679225
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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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