Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date23 Sep 2024
Closing Date15 Oct 2024
Tender Amount₹ 5,15,30,000
Costs
EMD
₹ 2,70,000Document 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_486196_1Bid Award Id
ViewTender No
TN.No.20/2024-25/HDO Dt.11.09.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road C
175
3822
21.84
Road D
55
1201
21.84
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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
-
-
-
Road A
31.5
72967
2316.43
Road B
26.25
62706
2388.82
Road C
78.75
192625
2446.04
Road D
24.75
57990
2343.04
Providing and laying Prime Coat over 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
-
-
-
Road A
210
17075
81.31
Road B
175
14231
81.32
Road C
525
42693
81.32
Road D
165
13416
81.31
Providing and laying Tack Coat over 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
-
-
-
Road A
210
3927
18.7
Road B
175
3274
18.71
Road C
525
9822
18.71
Road D
165
3085
18.7
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 and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
-
-
-
Road A
25375
684110
26.96
Road B
26796
722688
26.97
Road C
23135
623950
26.97
Road D
7620.76
205455
26.96
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 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 BM (Grade-II)
-
-
-
Road A
233.1
1985377
8517.28
Road B
149.8
1287908
8597.52
Road C
143.85
1245896
8661.08
Road D
56.94
486649
8546.7
Providing and laying Bituminous Concrete to 30mm / 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 BC (Grade-II)
-
-
-
Road A BC-40mm Thick
1023.4
10960798
10710.18
Road B BC-40mm Thick
1078.84
11641794
10791.03
Road C BC-40mm Thick
946.4
10273247
10855.08
Road D BC-30mm Thick
233.57
2508490
10739.78
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 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
-
-
-
Road A Lead - 3 km
665.2
140111
210.63
Road B Lead -3 km
732.4
154265
210.63
Road C Lead -8 km
630
175776
279.01
Road D Lead -10 km
223.6
68504
306.37
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
-
43666665.6
Add GST at 18%
1
-
7860000
Total Value put to Tender
1
-
51526666
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
-
43666665
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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