Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 90,17,000
Costs
EMD
₹ 58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_494959_1Tender No
TN NO.43/2024-25/HDO, DATED 09.10.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
Picking 5cm to 10cm old metalled surface and sectioning 1Sqm.
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.
-
-
-
ROAD - B
125
21
2730
ROAD - C
81.25
21
1774.5
ROAD - D
56.25
21
1228.5
ROAD - F
60
21
1310.4
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 - B
56.26
2101
118251.21
ROAD - C
67.5
2101
141876.23
ROAD - D
25.31
2101
53198.33
ROAD - F
27
2101
56750.49
Prime Coat Over WBM/ WMM Surface - 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
ROAD - B
375
81
30435
ROAD - C
337.5
81
27378
ROAD - D
168.75
81
13689
ROAD - F
180
81
14607
Tack Coat Over Primed Surface - 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 perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
ROAD - B
375
18
6986.25
ROAD - C
337.5
18
6284.25
ROAD - D
168.75
18
3142.13
ROAD - F
180
18
3351.6
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
3750
26
100912.5
ROAD - B
3375
26
90787.5
ROAD - C
1912.5
26
51427.13
ROAD - D
2831.25
26
76132.31
ROAD - E
1100
26
29590
ROAD - F
2163.75
26
58204.88
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 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified gradesand 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 20-30tCMP 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
21.57
8352
180173.78
ROAD - B
36.37
8352
303797.88
ROAD - C
21.56
8352
180090.25
ROAD - D
15.94
8352
133146.5
ROAD - F
21.38
8352
178586.71
BC 30/40mm Thick (Grade-II) Using VG30 Bitumen
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
-
-
-
ROAD - A
112.5
10620
1194781.5
ROAD - B
112.5
10620
1194781.5
ROAD - C
67.5
10620
716868.9
ROAD - D
90
10620
955825.2
ROAD - E
33
10620
350469.24
ROAD - F
70.31
10620
746711.89
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 for Conveyance using Side Earth.
-
-
-
ROAD - A
174
210
36654.84
ROAD - B
450
210
94797
ROAD - C
240
210
50558.4
ROAD - D
136
210
28649.76
ROAD - E
15
210
3159.9
ROAD - F
88
210
18538.08
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
7642003
-
Add GST at 18%
1
1375561
-
Total Value put to Tender
1
9017564
-
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
-
-
7642003
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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