Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 5,32,60,000
Costs
EMD
₹ 2,77,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 23 Lalgudi H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_481908_3Bid Award Id
ViewTender No
TN.NO.12/2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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
-
-
-
Main work Km 1/6 - 2/6
412.21
802263
1946.25
Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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
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-
-
Main work Km 1/6 - 2/6
175.41
357122
2035.93
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
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-
-
Main work Km 1/6 - 2/6
1280.43
27964
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
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-
-
Main work Km 1/6 - 2/6
1007.06
2253437
2237.64
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
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-
-
Main work Km 1/6 - 2/6
5595.45
457036
81.68
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
-
-
-
Main work Km 1/6 - 2/6
5595.45
105418
18.84
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
-
-
-
Main work Km 1/6 - 2/6
22.6
612
27.08
Providing and laying Tack Coat over Cement Concrete surface using pressure distributor at the rate of 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 (Tack Coat For C.C Surface)
-
-
-
Main work Km 1/6 - 2/6
82.11
1750
21.32
BM (Grade-II) 65mm Thick Using VG30
Providing, laying 65mm 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 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 required thickness of 30mm 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
-
-
-
Main work Km 1/6 - 2/6
365.08
3126231
8563.14
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 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
-
-
-
Main work Km 1/6 - 2/6
169.02
1830418
10829.6
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 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.
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-
-
Main work Km 1/6 - 2/6
4.11
42400
10316.4
Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
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-
-
Main work Km 1/6 - 2/6
151.5
4038
26.66
RECONSTRUCTION OF BOX CULVERTS
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-
-
Dismantling Culverts, bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a)Dismantling Plain Cement Concrete MORTH 111 112 202
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-
-
Reconstruction Box of Culvert at Km 1/10
12.52
6087
486.2
Reconstruction Box of Culvert at Km 2/2 (i)
14.39
6996
486.2
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
27.93
13579
486.2
Reconstruction Box of Culvert at Km 2/6
14.88
7234
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 Narrow foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Reconstruction Box of Culvert at Km 1/10
189.49
54832
289.37
Reconstruction Box of Culvert at Km 2/2 (i)
267.04
77273
289.37
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
379.98
109954
289.37
Reconstruction Box of Culvert at Km 2/6
83
24017
289.37
Cement Concrete of grade M15 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.
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-
-
Reconstruction Box of Culvert at Km 1/10
10.11
62721
6203.88
Reconstruction Box of Culvert at Km 2/2 (i)
12.29
76245
6203.88
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
20.81
129102
6203.88
Reconstruction Box of Culvert at Km 2/6
6
37153
6192.17
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
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-
-
Reconstruction Box of Culvert at Km 1/10
27.62
339107
12277.61
Reconstruction Box of Culvert at Km 2/2 (i)
39.42
488382
12389.2
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
55.24
678215
12277.61
Reconstruction Box of Culvert at Km 2/6
25.1
297897
11868.44
Supply and fabrication of (HYSD) Steel 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
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-
-
Reconstruction Box of Culvert at Km 1/10
2
191122
95609.27
Reconstruction Box of Culvert at Km 2/2 (i)
2.61
249731
95609.27
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
3.86
369434
95609.27
Reconstruction Box of Culvert at Km 2/6
2.11
201639
95609.27
Vibrated Cement Concrete M 20 mix(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 Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100
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-
-
Reconstruction Box of Culvert at Km 1/10
62.18
522456
8402.33
Reconstruction Box of Culvert at Km 2/2 (i)
79.62
656605
8246.74
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
124.35
1044940
8403.22
Reconstruction Box of Culvert at Km 2/6
12.69
118357
9326.84
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.
-
-
-
Reconstruction Box of Culvert at Km 1/10
6.18
2067
334.55
Reconstruction Box of Culvert at Km 2/2 (i)
16.8
5620
334.55
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
16.15
5402
334.55
Reconstruction Box of Culvert at Km 2/6
6.18
2030
328.58
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 diversion road with average lead of 5 Km.
-
-
-
Reconstruction Box of Culvert at Km 1/10
404.02
96164
238.02
Reconstruction Box of Culvert at Km 2/2 (i)
404.02
96164
238.02
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
808.05
192332
238.02
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road
-
-
-
Reconstruction Box of Culvert at Km 1/10
12.5
53460
4276.8
Reconstruction Box of Culvert at Km 2/2 (i)
12.5
53460
4276.8
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
25
106920
4276.8
Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion
-
-
-
Reconstruction Box of Culvert at Km 1/10
12.5
3327
266.2
Reconstruction Box of Culvert at Km 2/2 (i)
12.5
3327
266.2
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
25
6655
266.2
Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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 for diversion road.
-
-
-
Reconstruction Box of Culvert at Km 1/10
44.63
86861
1946.25
Reconstruction Box of Culvert at Km 2/2 (i)
44.63
86861
1946.25
Reconstruction Box of Culvert at Km 2/2 (ii), 2/4
89.25
173702
1946.25
CONSTRUCTION OF PROTECTIVE WALL
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-
-
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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation of Protective wall
-
-
-
Construction Of Protective Wall at Km 1/8
437
72590
166.11
Construction Of Protective Wall at Km 1/10
710.13
117959
166.11
Construction Of Protective Wall at Km 2/2
673.75
111916
166.11
Construction Of Protective Wall at Km 2/4
305.9
50813
166.11
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW FOUNDATION.
-
-
-
Construction Of Protective Wall at Km 1/8
69
428067
6203.88
Construction Of Protective Wall at Km 1/10
112.13
695641
6203.88
Construction Of Protective Wall at Km 2/2
91.88
570012
6203.88
Construction Of Protective Wall at Km 2/4
48.3
299459
6199.98
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal and using 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 for For Protective wall for Below sill
-
-
-
Construction Of Protective Wall at Km 1/8
164.4
1770417
10768.96
Construction Of Protective Wall at Km 1/10
267.15
2876927
10768.96
Construction Of Protective Wall at Km 2/2
231.15
2511981
10867.32
Construction Of Protective Wall at Km 2/4
115.08
1238843
10765.06
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective 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
-
-
-
Construction Of Protective Wall at Km 1/8
79.6
15323
192.5
Construction Of Protective Wall at Km 1/10
129.2
24871
192.5
Construction Of Protective Wall at Km 2/2
100
19250
192.5
Construction Of Protective Wall at Km 2/4
56
10780
192.5
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal and using 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 for For Protective wall for Above Sill
-
-
-
Construction Of Protective Wall at Km 1/8
97.14
1514886
15594.88
Construction Of Protective Wall at Km 1/10
157.85
2461651
15594.88
Construction Of Protective Wall at Km 2/2
142.3
2216126
15573.62
Construction Of Protective Wall at Km 2/4
68
1060908
15601.6
Supply and fabrication of (HYSD) Steel 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
-
-
-
Construction Of Protective Wall at Km 1/8
23
2199013
95609.27
Construction Of Protective Wall at Km 1/10
37.38
3573874
95609.27
Construction Of Protective Wall at Km 2/2
32.25
3083398
95609.27
Construction Of Protective Wall at Km 2/4
16.1
1539309
95609.27
Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
-
-
-
Construction Of Protective Wall at Km 1/8
291.33
7766
26.66
Construction Of Protective Wall at Km 1/10
473.42
12621
26.66
Construction Of Protective Wall at Km 2/2
449.17
11974
26.66
Construction Of Protective Wall at Km 2/4
203.93
5436
26.66
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 conveyance for 5 Km Lead
-
-
-
Construction Of Protective Wall at Km 1/8
212.37
50548
238.02
Construction Of Protective Wall at Km 1/10
313.75
74678
238.02
Construction Of Protective Wall at Km 2/2
395.85
94220
238.02
Construction Of Protective Wall at Km 2/4
148.66
35384
238.02
Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 for Parapet.
-
-
-
Construction Of Protective Wall at Km 1/8
7.61
105403
13850.69
Construction Of Protective Wall at Km 1/10
15.06
208591
13850.69
Construction Of Protective Wall at Km 2/2
9.4
130112
13841.75
Construction Of Protective Wall at Km 2/4
5.35
74032
13837.85
Providing and fixing PVC EXPANSION JOINT 20mm thick confiriming to specification in Protective Wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete.
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-
-
Construction Of Protective Wall at Km 1/8
10.5
6860
653.4
Construction Of Protective Wall at Km 1/10
16.5
10781
653.4
Construction Of Protective Wall at Km 2/2
12.25
8004
653.4
Construction Of Protective Wall at Km 2/4
7.5
4900
653.4
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
-
45130060
Add GST at 18%
1
-
8123411
Total Value put to Tender
1
-
53253471
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
-
45130060
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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