Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 5,15,00,000
Costs
EMD
₹ 2,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 21 Lalgudi H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_481908_1Bid 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
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-
-
Main work Km 0/0 - 2/4
797.73
1542051
1933.05
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 0/0 - 2/4
371.04
750513
2022.73
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 0/0 - 2/4
4592.78
100306
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 0/0 - 2/4
4340.39
9712230
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
-
-
-
Main work Km 0/0 - 2/4
17488.76
1428481
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
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-
-
Main work Km 0/0 - 2/4
17488.76
329488
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
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-
-
Main work Km 0/0 - 2/4
35
947
27.07
Providing, laying 75 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20 mm, 0.35 cum of 13.20 - 2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm of 75mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hotmix 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, 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 505 of MORTH rev-5 (Grade-I)
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-
-
Main work Km 0/0 - 2/4
1311.88
12161901
9270.59
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 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 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
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-
-
Main work Km 0/0 - 2/4
701.67
7598805
10829.6
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 0/0 - 2/4
919.65
24517
26.66
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with and average lead of 5 km 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 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 with conveyance of 5 Kms
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-
-
Main work Km 0/0 - 2/4
686.41
163379
238.02
WIDENING OF 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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-
-
Widening of Culvert at Km 0/4
0.54
262
486.2
Widening of Culvert at Km 1/4
0.68
330
486.2
Widening of Culvert at Km 2/2
0.44
213
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.
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-
-
Widening of Culvert at Km 0/4
32.79
9488
289.37
Widening of Culvert at Km 1/4
50.69
14668
289.37
Widening of Culvert at Km 2/2
50.69
14668
289.37
Vibrated 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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-
-
Widening of Culvert at Km 0/4
6.92
42822
6188.27
Widening of Culvert at Km 1/4
2.76
17047
6176.57
Widening of Culvert at Km 2/2
2.76
17022
6167.49
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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-
-
Widening of Culvert at Km 0/4
32.39
400746
12372.53
Widening of Culvert at Km 1/4
10.87
126252
11614.77
Widening of Culvert at Km 2/2
10.87
126153
11605.7
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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-
-
Widening of Culvert at Km 0/4
2.44
233286
95609.27
Widening of Culvert at Km 1/4
0.9
86239
95609.27
Widening of Culvert at Km 2/2
0.9
86239
95609.27
Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal and 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 Above Sill level, Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100
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-
-
Widening of Culvert at Km 0/4
63.14
523891
8297.3
Widening of Culvert at Km 1/4
13.8
121202
8782.77
Widening of Culvert at Km 2/2
13.79
121014
8775.49
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.
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-
-
Widening of Culvert at Km 0/4
7.37
2421
328.58
Widening of Culvert at Km 1/4
1.28
412
322.61
Widening of Culvert at Km 2/2
0.89
280
315.69
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
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-
-
Construction of Protective Wall at Km 0/4
82.13
23765
289.37
Construction of Protective Wall at Km 1/4
328.5
95058
289.37
Construction of Protective Wall at Km 1/10
273.75
79215
289.37
Construction of Protective Wall at Km 2/2
87.6
25348
289.37
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand including cost of M-Sand 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.
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-
-
Construction of Protective Wall at Km 0/4
8.21
50805
6188.27
Construction of Protective Wall at Km 1/4
32.85
202900
6176.57
Construction of Protective Wall at Km 1/10
27.38
168865
6167.49
Construction of Protective Wall at Km 2/2
8.76
54027
6167.49
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. complete For Protective wall for Below sill
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-
-
Construction of Protective Wall at Km 0/4
53.33
387129
7259.13
Construction of Protective Wall at Km 1/4
213.3
1526803
7158.01
Construction of Protective Wall at Km 1/10
177.76
1271908
7155.2
Construction of Protective Wall at Km 2/2
56.88
411311
7231.21
Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG graded metal and 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. complete For Protective Wall (Above Sill)
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-
-
Construction of Protective Wall at Km 0/4
38.25
346784
9066.26
Construction of Protective Wall at Km 1/4
153
1318679
8618.82
Construction of Protective Wall at Km 1/10
127.51
1101895
8641.64
Construction of Protective Wall at Km 2/2
40.8
367321
9002.98
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 0/4
54.75
1459
26.66
Construction of Protective Wall at Km 1/4
219
5838
26.66
Construction of Protective Wall at Km 1/10
182.5
4865
26.66
Construction of Protective Wall at Km 2/2
58.4
1556
26.66
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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 Filling With Conveyance of 5 Kms Lead
-
-
-
Construction of Protective Wall at Km 0/4
48.75
11603
238.02
Construction of Protective Wall at Km 1/4
195
46413
238.02
Construction of Protective Wall at Km 1/10
162.5
38678
238.02
Construction of Protective Wall at Km 2/2
52
12377
238.02
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
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-
-
Construction of Protective Wall at Km 0/4
12
2310
192.5
Construction of Protective Wall at Km 1/4
70.8
13629
192.5
Construction of Protective Wall at Km 1/10
58.8
11319
192.5
Construction of Protective Wall at Km 2/2
19.2
3696
192.5
Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG graded metal and 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.
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-
-
Construction of Protective Wall at Km 0/4
1.08
12788
11841.01
Construction of Protective Wall at Km 1/4
3.78
44714
11829.31
Construction of Protective Wall at Km 1/10
3.78
44680
11820.24
Construction of Protective Wall at Km 2/2
1.08
12765
11820.24
Providing and fixing PVC EXPANSION JOINT 20mm thick confiriming to specification in protective/Retaining wall and dirt 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 1/4
5.5
3593
653.4
Construction Of Protective Wall at Km 1/10
5.5
3593
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
-
43635028
Add GST at 18%
1
-
7854305
Total Value put to Tender
1
-
51489333
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
-
43635028
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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