Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,43,88,000
Costs
EMD
₹ 2,83,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 005 Tn No 05 2024 25 Hdo Dated 14 08 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_476732_1Bid Award Id
ViewTender No
MDU No 005 TN No 05 2024 25 HDO Dated 14 08 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 B (Km 0/0 - 1/4)
27.76
102890
3706.44
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Road C (Km 1/0 - 4/900)
68.22
251840
3691.6
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Road D (Km 0/0 - 2/6)
48.01
173538
3614.63
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Excavation for Roadway and drainage 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, as per MORTH Specification No 111,112,301,305,900 a) box cutting for widening portion
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-
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Road A (Km 0/0 - 5/2)
4547.76
560556
123.26
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Road B (Km 0/0 - 1/4)
981.89
121027
123.26
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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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-
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Road C (Km 1/0 - 4/900)
156.25
3412
21.84
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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- V Material
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-
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Road A (Km 0/0 - 5/2)
1489.61
2942620
1975.43
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Road B (Km 0/0 - 1/4)
272.74
549579
2015.03
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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, 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 roller 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 Specification no.111,112,406,900
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-
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Road A (Km 0/0 - 5/2)
1902.65
4028290
2117.2
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Road B (Km 0/0 - 1/4)
454.57
962415
2117.2
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Road C (Km 1/0 - 4/900)
70.31
148860
2117.2
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Prime coat Providing and laying Prime Coat over WBM/ WMM surface using 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 Specification no. 111, 112, 501,502,900- over WMM
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-
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Road A (Km 0/0 - 5/2)
7603.8
620774
81.64
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Road B (Km 0/0 - 1/4)
1818.3
148427
81.63
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Road C (Km 1/0 - 4/900)
468.75
38268
81.64
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Tack coat - Providing and laying Tack Coat over WBM/ 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 for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900
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-
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Road A (Km 0/0 - 5/2)
7603.8
143103
18.82
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Road B (Km 0/0 - 1/4)
1818.3
34220
18.82
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Road C (Km 1/0 - 4/900)
468.75
8821
18.82
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Tack coat - 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 no.111,112,501, 503,900
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-
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Road A (Km 0/0 - 5/2)
40.6
864
21.3
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Tack coat - Providing and laying Tack Coat over Existing BT surface using 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900
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-
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Road A (Km 0/0 - 5/2)
29446.86
796832
27.06
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Road B (Km 0/0 - 1/4)
8855.2
239621
27.06
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Road C (Km 1/0 - 4/900)
13668.75
369876
27.06
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Road D (Km 0/0 - 2/6)
9804.38
265306
27.06
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Bituminous Macadam :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 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 Specification no.111,112,501,503,900 - Grading II
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Road A (Km 0/0 - 5/2)
380.19
3255810
8563.64
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Road B (Km 0/0 - 1/4)
90.91
778520
8563.64
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Road C (Km 1/0 - 4/900)
176.63
1512595
8563.64
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Road D (Km 0/0 - 2/6)
118.7
1016504
8563.64
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Bituminous Concrete (Table 500-17) 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 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II
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Road A (Km 0/0 - 5/2)
1112.76
12092919
10867.5
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Road B (Km 0/0 - 1/4)
320.82
3486511
10867.5
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Road C (Km 1/0 - 4/900)
424.12
4609124
10867.5
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Road D (Km 0/0 - 2/6)
294.13
3196457
10867.5
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Providing compaction for embankment / 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 (Earth work compaction only)
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-
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Road A (Km 0/0 - 5/2)
1431.3
38129
26.64
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Road B (Km 0/0 - 1/4)
360
9590
26.64
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Excavation for Roadway and drainage 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, as per MORTH Specification. for making low berms
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-
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Road C (Km 1/0 - 4/900)
1119
205112
183.3
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Road D (Km 0/0 - 2/6)
624
114379
183.3
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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, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for Foundation of Abutments and Piers.
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-
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Road A (Box culvert)
185.12
53684
290
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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, 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 as per standard specification for foundation of Body wall and pipes.
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-
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Road A (Pipe Culvert)
118.99
29333
246.52
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Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for 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 as per standard specification for Levelling course below the body wall.
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-
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Road A (Pipe Culvert)
5.21
28303
5432.52
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal 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 as per standard specification for Body wall.
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-
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Road A (Pipe Culvert)
51.89
547225
10545.87
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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.
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-
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Road A (Pipe Culvert)
15
64152
4276.8
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Laying and fixing of 1000 mm 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
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-
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Road A (Pipe Culvert)
15
3993
266.2
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Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for Levelling course below culvert.
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-
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Road A (Box culvert)
11.33
68839
6075.86
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Vibrated reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Box Cell.
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-
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Road A (Box culvert)
45.97
575131
12511.01
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Vibrated cement concrete M20 (Nominalmix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for form work, centering, labour charges forl aying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
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-
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Road A (Box culvert)
42.53
358233
8423.07
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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. 1000, 1500,1600 & 900
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-
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Road A (Box culvert)
3.59
343428
95609.27
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Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
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-
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Road A (Pipe Culvert)
14.74
3946
267.77
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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
-
46090676
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Add GST at 18%
1
-
8296322
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Total Value put to Tender
1
-
54386998
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Excess/Less Percentage
1
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-
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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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-
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Basic cost of value put to tender as per Estimate
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46090676
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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