Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,08,90,000
Costs
EMD
₹ 1,16,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 076 Tn No 20 2024 25 Hdo Dated 03 09 2024
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_482261_1Bid Award Id
ViewTender No
MDU No 076 TN No 20 2024 25 HDO Dated 03 09 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Road C Box culvert km 23/4
44.33
968
21.84
... More
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401,900 - for grading- V Material
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-
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Road A Box culvert km 15/2
1.1
2155
1959.72
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Road B Box culvert km 1/2,3/8
2.8
5598
1999.32
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Road C Box culvert km 23/4
1.4
2743
1959.72
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification No.111, 112, 401, 900 - for grading- III Material
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-
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Road A Box culvert km 15/2
0.55
1127
2049.31
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Road B Box culvert km 1/2,3/8
1.4
2924
2088.91
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Road C Box culvert km 23/4
0.7
1434
2049.31
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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 roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification No.111,112,406,900
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-
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Road A
165
366941
2223.89
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Road A Box culvert km 15/2
19.67
43743
2223.89
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Road B Box culvert km 1/2,3/8
3.5
7783
2223.89
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Road C Box culvert km 23/4
25.03
55663
2223.89
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Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 Specification No.111,112, 501,502,900
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-
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Road A
1650
134673
81.62
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Road A Box culvert km 15/2
104.5
8529
81.62
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Road C Box culvert km 23/4
133
10855
81.62
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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 formachinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification No.111, 112, 501, 503,900
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-
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Road A
1650
31036
18.81
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Road A Box culvert km 15/2
104.5
1965
18.81
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Road C Box culvert km 23/4
133
2501
18.81
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Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per10 sqm for preparatory to another bituminous construction overit including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification No. 111, 112, 501, 503, 900
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-
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Road A
15308.75
414101
27.05
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Road A Box culvert km 15/2
55
1487
27.05
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Road B Box culvert km 1/2,3/8
923.13
24970
27.05
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Road C Box culvert km 23/4
98
2650
27.05
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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 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 Specification 111,112,501,503,900
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-
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Road A Box culvert km 15/2
17.05
362
21.29
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Road B Box culvert km 1/2,3/8
43.4
923
21.29
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Road C Box culvert km 23/4
21.7
461
21.29
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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/ binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
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-
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Road A
22.19
177851
8014.92
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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 bitumen, 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 touniform 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 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Specification 111, 112, 501, 504, 900 - Grading II
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-
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Road A
852.07
7279012
8542.74
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Road A Box culvert km 15/2
7.98
68171
8542.74
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Road B Box culvert km 1/2,3/8
46.15
394247
8542.74
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Road C Box culvert km 23/4
11.55
98668
8542.74
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum 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 20-30ton 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 densityetc., including labour for attending to paver to site etc., including hirecharges and fuel charges for20-30t 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 Specification No.111,112, 507, 900 - Grading II
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Road A
508.76
5506487
10823.35
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Road A Box culvert km 15/2
5.3
57363
10823.35
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Road B Box culvert km 1/2,3/8
29
313877
10823.35
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Road C Box culvert km 23/4
7.58
82040
10823.35
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Excavation Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification No.111, 112, 301, 305, 900 for formation of berms using Carted Earth with a lead of 2 km
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-
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Road A
688.8
135672
196.97
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Road A Box culvert km 15/2 (For Diversion Road)
74.44
14662
196.97
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Road B Box culvert km 1/2,3/8 (For Diversion Road)
185.18
36474
196.97
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Road C Box culvert km 23/4 (For Diversion Road)
73.39
14455
196.97
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Earthwork excavation in all classes of soils except soft rock not requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 MORTH specification No. 111, 112, 304 for Foundation
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-
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Road A Box culvert km 15/2
59.45
17240
290
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Road B Box culvert km 1/2,3/8
142.2
41238
290
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Road C Box culvert km 23/4
59.45
17240
290
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Plain Cement Concrete M15 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1700, 2200 900 LEVELLING COURSE BELOW Box Culvert and Wing wall.
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-
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Road A Box culvert km 15/2
5.57
33776
6064
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Road B Box culvert km 1/2,3/8
13.44
83361
6202.46
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Road C Box culvert km 23/4
5.79
35741
6173
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Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 900 complete for BOX CULVERT.
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-
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Road A Box culvert km 15/2
24.82
295928
11923
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Road B Box culvert km 1/2,3/8
59.56
716297
12026.49
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Road C Box culvert km 23/4
24.82
298634
12032
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Vibrated Cement Concrete M20 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 1000, 1500, 1700, 2200, 900 for WING WALL AND PARAPET
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-
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Road A Box culvert km 15/2
0.95
10501
11054
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Road B Box culvert km 1/2,3/8
1.9
21264
11191.58
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Road C Box culvert km 23/4
0.95
10603
11162
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Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
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-
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Road A Box culvert km 15/2
1.91
182615
95610
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Road B Box culvert km 1/2,3/8
4.56
435981
95610
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Road C Box culvert km 23/4
1.91
182615
95610
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
-
17700405
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Add GST at 18%
1
-
3186073
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Total Value put to Tender
1
-
20886478
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Excess/Less Percentage
1
-
-
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Final Value
1
-
-
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Add GST at 18% of Final 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
-
17700405
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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