Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,11,78,000
Costs
EMD
₹ 1,67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 032 Tn No 10 2024 25 Hdo Dated 21 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_477794_1Bid Award Id
ViewTender No
MDU No 032 TN No 10 2024 25 HDO Dated 21 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 A Breast wall at Km 2/2
142.6
36652
257.03
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Road A Reconstruction of Culvert at Km 2/8
388.27
99797
257.03
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Providing and laying of granular sub-base grade-V by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniformlayers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
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-
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Road A (Km 2/0 - 3/0)
508.23
1302507
2562.83
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Providing and laying of granular sub-base grade-III by providing close raded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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
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-
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Road A (Km 2/0 - 3/0)
390.93
1038122
2655.52
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase/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
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-
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Road A (Km 2/0 - 3/0)
1712.14
4655925
2719.36
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other too ls and plants employed of the work and including all other incidental charges etc., complete as per MORTH specification
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-
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Road A (Km 2/0 - 3/0)
1945.37
59489
30.58
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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 502 of MORTH Rev-5
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-
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Road A (Km 2/0 - 3/0)
9962
985241
98.9
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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg 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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-
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Road A (Km 2/0 - 3/0)
9962
204320
20.51
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Providing and laying Tack coat over Dry Lean Cement Concrete surface using 3.00 Kg 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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Road A (Km 2/0 - 3/0)
38
874
23
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Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20 -2.36 mm and 0.23 cum of 2.36 mm & below and with 53.20 Kgs of VG10 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm using paver to the specified grades and crosssections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
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Road A (Km 2/0 - 3/0)
597.72
6509374
10890.34
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG10 bitumen for pre mixing per 10 sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mixplant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and crosssections and consolidated by 8-10tonne Vibratory 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,Vibratoryroller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as perspecification using CMP as per clause 507 of MORTH Rev-5
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-
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Road A (Km 2/0 - 3/0)
400
4718172
11795.43
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Plain cement concrete of grade M15 (Nominalmix1:2:4) 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
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-
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Road A CC Berms (Km 2/0 - 3/0)
138
1191878
8636.8
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Road A Reconstruction of Culvert at Km 2/8
50.51
436244
8636.8
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Vibrated cement concrete of grade M20 (Nominalmix1:1.5:3) 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, structtingetc; complete as per relevant standard specification, for CC Berms and Foundation for Breast Wall
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-
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Road A CC Berms (Km 2/0 - 3/0)
55.2
484510
8777.36
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Road A Breast wall at Km 2/2
18.6
163258
8777.36
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Vibrated cement concrete of grade M20 (Nominalmix1:1.5:3) 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 protectivebunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for Stem - Below sill level.
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-
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Road A Breast wall at Km 2/2
25.4
254762
10030
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Vibrated cement concrete of grade M20 (Nominalmix1:1.5:3) 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 protectivebunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for Stem - Above sill level.
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-
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Road A Breast wall at Km 2/2
85.2
965208
11328.74
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Vibrated reinforced Cement Concrete M25 (Designmix) using 20mm 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 formwork,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 Reconstruction of Culvert at Km 2/8
42.28
685054
16202.81
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Vibrated cement concrete of grade M20 (Nominalmix1:1.5:3) 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 protectivebunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for Wing Wall Stem - Below sill level )
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-
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Road A Reconstruction of Culvert at Km 2/8
42.61
396243
9299.31
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Vibrated cement concrete of grade M20 (Nominalmix1:1.5:3) 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 protectivebunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for Wing Wall Stem - Above sill level )
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-
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Road A Reconstruction of Culvert at Km 2/8
137.52
1337487
9725.77
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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to work site cost and labour for semi-sperical backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specifications 2706 & 900.
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Road A Breast wall at Km 2/2
52.68
13374
253.88
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Road A Reconstruction of Culvert at Km 2/8
50.18
12739
253.88
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Supply and fabrication of steel Fe-500 required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning the rods straightening cutting ,bending ,tying grills, including over lapping to the required length whenever necessary 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
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-
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Road A Reconstruction of Culvert at Km 2/8
3.01
374535
124513.15
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Filling with excavated earth between Box cell and road with Quarry dust including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. as per standard specification of MORT&H revision - V
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-
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Road A Breast wall at Km 2/2
17.6
1055
59.99
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Road A Reconstruction of Culvert at Km 2/8
31.22
1872
59.99
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Filling with Quarry dust between Box cell and road with Quarry dust including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content toget the maximum density including watering, with all leads for water and all other incidental charges etc,complete.as per standard specification MORT&H No.304, 900.
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-
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Road A Reconstruction of Culvert at Km 2/8
25.19
21318
846.32
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Dismantling R.R Masonry in the existing bridge and clearing away from the work site and carefully stacking the use full materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
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-
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Road A Reconstruction of Culvert at Km 2/8
14.2
5628
396.4
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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
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26419770
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Add GST at 18%
1
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4755559
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Total Value put to Tender
1
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31175329
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Excess/Less Percentage
1
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Final Value
1
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-
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Add GST at 18% of Final Value
1
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-
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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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26419770
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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