Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Soon22 Oct 2024
Tender Amount₹ 3,06,00,000
Costs
EMD
₹ 1,63,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 89 Vedaranyam H C And M Sub Division
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_488929_1Tender No
TN.NO.33/2024-2025 TCTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Road-C
1280.32
157812
123.26
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 soil Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V
-
-
-
Road-A
174.2
516013
2962.19
Road-C
413.65
1274451
3080.99
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 soil Compactor to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V
-
-
-
Road-A
57.11
174728
3059.5
Road-C
147.71
469466
3178.3
Picking the existing BT Surface to 50mm depth as directed by the department officers and collecting the picked up salvages meta and sracking the same for reuse and depositing the debris the excluding cost of materials but including labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc.,complete as per standard specifications.
-
-
-
Road-B
107.33
2344
21.84
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
142.78
481302
3370.94
Road-B
48.3
162816
3370.94
Road-C
369.33
1244989
3370.94
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
571.13
46192
80.88
Road-B
322
26043
80.88
Road-C
1503.89
121619
80.87
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
571.13
10583
18.53
Road-B
322
5966
18.53
Road-C
1503.89
27867
18.53
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
1595.75
42813
26.83
Road-B
13753
368992
26.83
Road-C
5416.73
145330
26.83
Providing and laying Tack Coat over Cement Concrete surface using using Pressure Distributor at the rate 3.00Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
-
-
-
Road-A
15
314
20.95
Road-C
79.38
1663
20.95
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 other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
-
-
-
Road-A
6.26
57692
9216.02
Road-C
27.05
252307
9327.44
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 of 50mm thick 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-B
136.5
1302756
9544
Road-C
376.1
3589498
9544
DBM 75mm Thick (Grade-I) Using VG30 Bitumen Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
-
-
-
Road-A
42.84
439634
10262.24
BC 30mm/40mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30mm/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 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/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 (40 mm Thick)
83.96
981828
11694
Road-B (30 mm Thick)
422.25
4937791
11694
Road-C (30 mm Thick)
207.62
2427908
11694
Providing and laying Bituminous Concrete to 50mm thick (Grade I) using 0.22 cum of 26.5-13.20 mm, 0.24 cum of 13.20-2.36 mm and 0.26 cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix 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 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 charges and fuel charges for 20-30t 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 clause 507 of MORTH. (For Culverts)
-
-
-
Road-A
0.75
8426
11235.82
Road-C
3.98
44718
11235.82
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 10Km 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 low berms of lead 10km.
-
-
-
Road-B
399.48
122404
306.41
Spreading, Compaction Utilizing available Box Cut Earth
Providing compaction 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-A
42.45
1131
26.66
Road-C
197.73
5271
26.66
BOX CULVERT
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling brick masonry in cement mortar
-
-
-
Road- C - 2/6
18.97
5371
283.14
Road- C - 2/8(i)
7.97
2256
283.14
Road- C - 2/8(ii)
7.97
2256
283.14
Road- C - 2/10
7.97
2256
283.14
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
b)Dismantling Plain cement concrete
-
-
-
Road- C - 2/6
3.41
1657
486.2
Road- C - 2/8(i)
2.51
1220
486.2
Road- C - 2/8(ii)
2.51
1220
486.2
Road- C - 2/10
2.51
1220
486.2
Earth work 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, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Road- C - 2/6
262.29
75898
289.37
Road- C - 2/8(i)
140.29
40595
289.37
Road- C - 2/8(ii)
140.29
40595
289.37
Road- C - 2/10
140.29
40595
289.37
Cement Concrete of grade M15 nominal mix using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Road- C - 2/6
13.85
101997
7364.44
Road- C - 2/8(i)
8.34
61445
7367.51
Road- C - 2/8(ii)
8.34
61445
7367.51
Road- C - 2/10
8.34
61496
7373.64
Vibrated Cement Concrete M 20 grade nominal mix using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for wing wall & Parapet.
-
-
-
Road- C - 2/6
65.77
614212
9338.79
Road- C - 2/8(i)
42.34
411307
9714.39
Road- C - 2/8(ii)
42.34
411307
9714.39
Road- C - 2/10
42.34
411566
9720.52
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal using with M-Sand, including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100
-
-
-
Road- C - 2/6
70.74
922799
13044.95
Road- C - 2/8(i)
31.2
421886
13522.01
Road- C - 2/8(ii)
31.2
421886
13522.01
Road- C - 2/10
31.2
422078
13528.15
Supply and fabrication of (HYSD) Steel 500 Grade (as per steel schedule) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
Road- C - 2/6
4.71
450319
95609.27
Road- C - 2/8(i)
2.29
218945
95609.27
Road- C - 2/8(ii)
2.29
218945
95609.27
Road- C - 2/10
2.29
218945
95609.27
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
-
-
-
Road- C - 2/6
8.4
1617
192.5
Road- C - 2/8(i)
8.4
1617
192.5
Road- C - 2/8(ii)
8.4
1617
192.5
Road- C - 2/10
8.4
1617
192.5
Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.
-
-
-
Road- C - 2/6
11.17
10457
936.22
Road- C - 2/8(i)
9.89
9259
936.22
Road- C - 2/8(ii)
9.89
9259
936.22
Road- C - 2/10
9.89
9305
940.91
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 soil Compactor to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V for Culvert Filling Portion
-
-
-
Road- C - 2/6
0.69
2193
3178.3
Road- C - 2/8(i)
0.86
2733
3178.3
Road- C - 2/8(ii)
0.86
2733
3178.3
Road- C - 2/10
0.86
2733
3178.3
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 soil Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V for Culvert Filling Portion
-
-
-
Road- C - 2/6
16.97
52284
3080.99
Road- C - 2/8(i)
17.46
53794
3080.99
Road- C - 2/8(ii)
17.46
53794
3080.99
Road- C - 2/10
17.46
53794
3080.99
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. for Culvert Portion & Diversion Road.
-
-
-
Road- C - 2/6
16.8
56631
3370.94
Road- C - 2/8(i)
17.25
58148
3370.94
Road- C - 2/8(ii)
17.25
58148
3370.94
Road- C - 2/10
17.25
58148
3370.94
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 10Km 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 low berms of lead 10km. (For Diversion Road)
-
-
-
Road- C - 2/6
225
68942
306.41
Road- C - 2/8(i)
225
68942
306.41
Road- C - 2/8(ii)
225
68942
306.41
Road- C - 2/10
225
68942
306.41
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
-
25925458
Add GST at 18%
1
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4666582
Total Value put to Tender
1
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30592040
Quoted Percentage
1
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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
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25925458
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
Quoted Rate in Words
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