Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 1,29,10,000
Costs
EMD
₹ 75,000Document 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_481531_1Tender No
TN.No.9/2024-25/HDO Dt.28.08.2024Tender 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
201.67
4404
21.84
Road D
201.67
4404
21.84
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm 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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-
-
Road A
90.76
193517
2132.19
Road B
90.76
193517
2132.19
Road C
90.75
193496
2132.19
Road D
90.77
193538
2132.19
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
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-
-
Road A
605
49398
81.65
Road B
605
49398
81.65
Road C
605
49422
81.69
Road D
605
49422
81.69
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 per Clause 503 of MORTH Rev-5
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-
-
Road A
605
11392
18.83
Road B
605
11392
18.83
Road C
605
11404
18.85
Road D
605
11404
18.85
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 per Clause 503 of MORTH Rev-5
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-
-
Road A
4345
117619
27.07
Road B
4391.26
118871
27.07
Road C
4895
132556
27.08
Road D
4895
132556
27.08
Providing and laying 50mm thick Bituminous Macadam use course aggregate and VG 30 Bitumen which shall consist of construction in a single course base / binder course confirming to the specification on a previously prepared base (using the Mini Hot mix plant and paver roller) including cost of material labour charges rentals for machinery, fuel and all other incidental charges etc., complete as per Cl.504 MoRTH Rev-V ( for Patch Works)
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-
-
Road A
20.97
177597
8469.1
Road B
21.34
181002
8481.82
Road C
12.95
109043
8420.34
Road D
12.54
105750
8433.06
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 (Grade-II)
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-
-
Road A
54.2
457361
8438.4
Road B
54.2
457361
8438.4
Road C
50.33
425126
8446.78
Road D
50.64
427744
8446.78
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 (Grade-II)
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-
-
Road A
149.31
1597654
10700.25
Road B
152.21
1628685
10700.25
Road C
165
1767892
10714.5
Road D
165
1767892
10714.5
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 Carted Earth with compaction for making up of shoulders
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-
-
Road A
382.5
80565
210.63
Road B
380.25
74890
196.95
Road C
283.5
59713
210.63
Road D
288
56721
196.95
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
-
10911529
Add GST at 18%
1
-
1964075
Total Value put to Tender
1
-
12875604
Difference in Value
1
-
-
Bidder 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
-
10911529
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Evaluation Notes How It Works ?
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