Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 2,02,50,000
Costs
EMD
₹ 1,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-118 Alangudi (h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_495068_6Tender No
TN.No.46 / 2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Advance patch work upto 50mm thick using 45mm IRC size HBG metal for making the potholes and patches using VG10 grade bitumen including mix at the rate of 44kg/cum of IRC metal after trimming the pot holes or depression proper shape and depth, side painting with tack coat and compacting the layers as directed by the Engineer and also as per MORTH No111, 112,501, 900
-
-
-
Road- B
6.1
3925
23946.89
Road- C
8.46
3875
32787.41
Road- D
7.99
3880
31007.59
Road- E
9.33
3872
36134.16
Road- F
8.95
3932
35194.35
Road- G
15.13
3888
58828.16
Road- H
1.66
3688
6123.39
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 and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete in accordance with standard specifications as per MORTH Vth Rev. 111, 112, 201 & 202
-
-
-
Road- F
75
21
1638
Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory soil compactor to achieve the desired density, Complete as per clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900.
-
-
-
Road- F
33.75
2330
78663.83
Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on using pressure distributor prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM .as per MORT&H Rev. V specifications No.111, 112, 502, 900.
-
-
-
Road- F
225
80
18022.5
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned using mechanical means as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900.
-
-
-
Road- F
225
18
4122
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over the existing BT surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900.
-
-
-
Road- A
4268.75
26
113847.56
Road- B
3141.25
26
83777.14
Road- C
4607.5
26
122835.95
Road- D
3803.75
26
101407.98
Road- E
5308.75
26
141531.28
Road- F
6073.75
26
161926.18
Road- G
7632.5
26
203482.45
Road- H
1617.5
26
43122.55
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900
-
-
-
Road- A
46.05
8433
388356.23
Road- B
33.15
8433
279565.88
Road- C
51.76
8433
436510.71
Road- D
40.88
8433
344755.76
Road- E
56.1
8433
473111.5
Road- F
66.43
8433
560228.1
Road- G
82.88
8433
698956.88
Road- H
19.33
8433
163016.85
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 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 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 (40mm thickness)
170.75
10580
1806685.26
Road- B (30mm thickness)
94.24
10580
997142.13
Road- C (30mm thickness)
138.22
10580
1462489.23
Road- D (30mm thickness)
114.11
10580
1207384.22
Road- E (30mm thickness)
159.26
10580
1685110.95
Road- F (30mm thickness)
188.95
10580
1999257.28
Road- G (30mm thickness)
228.97
10580
2422704.09
Road- H (30mm thickness)
48.52
10580
513384.3
Collection and supply of Carted earth including cost and conveyance to worksite with an average lead of 1.00 Km and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 for berms
-
-
-
Road- A
178.5
183
32722.62
Road- B
152.25
183
27910.47
Road- C
238.6
183
43740.15
Road- D
199.3
183
36535.68
Road- E
279.2
183
51182.94
Road- F
330.59
183
60603.76
Road- G
398.1
183
72979.69
Road- H
57.9
183
10614.23
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
17157763
-
Add GST at 18%
1
3088397
-
Total Value put to Tender
1
20246160
-
Quoted Percentage
1
-
-
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
-
-
17157763
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Quoted Rate in Words
-
-
-
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