Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 2,30,90,000
Costs
EMD
₹ 1,26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 31 Musiri H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_481943_1Bid Award Id
ViewTender No
TN.NO.15/2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road-B
523.67
11436
21.84
EARTH WORK FOR BOXING 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, 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 Boxing for widening portion
-
-
-
Road - B
394.45
48619
123.26
Milling the existing BT surface 50 to 70mm depth
Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine, including conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers
-
-
-
Road - C
15113.5
1598857
105.79
Granular Sub-Base with Close Graded Material (Table:- 400-1)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 for grading-V Material
-
-
-
Road-B
180.09
350500
1946.25
Granular Sub-Base with Close Graded Material (Table:- 400-1)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material
-
-
-
Road-B
85.75
174581
2035.93
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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
60
134258
2237.64
Road-B
371.49
831260
2237.64
Prime Coat Over WMM Surface
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 perClause 502 of MORTH Rev-5
-
-
-
Road-A
600
49026
81.71
Road-B
2428.5
198432
81.71
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 503 of MORTH Rev-5
-
-
-
Road-A
600
11310
18.85
Road-B
2428.5
45777
18.85
Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metal with 44kg of 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all other incidental charges etc., completed as per clause 3004-2 of MORT & H specifications (for Patch works)
-
-
-
Road-A
36.22
133661
3690.27
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
18432.5
499152
27.08
Road-C
287.5
7788
27.09
Tack Coat over Existing Hungry BT Surface
Providing and laying Tack Coat over Existing Hungry BT Surface using Pressure Distributor at the rate of 3.00 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-C
15113.5
484387
32.05
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 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
184.94
1586992
8581.12
Road-B
121.45
1042177
8581.12
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 40 mm 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
-
-
-
Road-A
570.98
6200928
10860.15
Road-B
72.88
791487
10860.15
Road-C
462.07
5018149
10860.15
COMPACTION UTILIZING AVAILABLE BOX CUT EARTH
Providing compaction for making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
-
-
-
Road-B
25.91
690
26.66
Refilling with excavated earth (other than sand)
Providing and Refilling with excavated earth (other than sand) using the available box cut earth including all labour charges for laying, spreading, watering,compaction etc., complete and as directed by the departmental engineers.
-
-
-
Road-B
2.82
120
42.85
Barrier Type Kerb Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) 20 and 12mm ISS HBG metal and using M.Sand from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
-
-
-
Road-B
62
30361
489.7
EARTH WORK FOR BERMS INCL. COMPACTION USING CONVEYED EARTH:
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 with average lead of 5 Km
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-
-
Road-A
988.6
235306
238.02
Road-C
294
69977
238.02
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
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19559611
Add GST at 18%
1
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3520730
Total Value put to Tender
1
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23080341
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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19559611
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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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