Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Sep 2024
Closing Date8 Oct 2024
Tender Amount₹ 2,38,50,000
Costs
EMD
₹ 1,29,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_485565_1Bid Award Id
ViewTender No
050 - 2024 - 2025Tender 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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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 Grade-III (Morth No. 111, 112, 401, 900)
543.15
1118220
2058.77
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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 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 (Morth No. 111, 112, 406, 900)
1357.85
2958578
2178.87
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Providing and laying Prime Coat over 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 (Morth No. 111, 112, 501, 502, 900)
5431.4
443582
81.67
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Providing and laying Tack Coat over 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 per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)
5431.4
102273
18.83
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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 (Morth No. 111, 112, 501, 503, 900)
6573.61
177947
27.07
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Providing and Laying 50mm thickn Bituminous Macadamusing course aggregate andVG30 bitumenwhich 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) (Morth No. 111, 112, 501, 504, 900, 3004)
20.94
168816
8061.9
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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 ofVG30 grade bitumen for premixing per10sqm includingcost andconveyance 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 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 asper specification using CMP asper clause 505 of MORTH rev-5. (Morth No. 111, 112, 505, 900)
488.83
4510497
9227.13
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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 including cost and conveyance of all materials to CMP site, heatingthe bitumen, aggregate and mixing them in required temperature usingCentral hot mix plant 20-30ton capacity, conveyingthe mix bytipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne VibratoryRoller to the required densityetc., 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, Vibratoryroller 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 (Morth No. 111, 112, 504, 900)
328.68
2797526
8511.4
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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 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 Roller 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 (Morth No. 111, 112, 501, 507, 900)
360.15
3891701
10805.78
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Providing compaction for 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.
473.4
12601
26.62
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BOX CULVERT
1
-
-
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for Brick work in Cement Mortar as per MORTH No.111,112,202
65.13
18440
283.14
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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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation. (Morth No. 111, 112, 301, 305, 900)
321.13
79164
246.52
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Filling under the box culvert with Quarry Dust filling including cost and conveyance of dust 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 for filling under the Box culvert . (Morth No. 111, 112, 304, 900)
15.23
3534
232.05
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Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Box Culvert. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
21.48
130233
6063
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Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granitemetal including cost and conveyance of all materials to site including cement at site,including cost of form work, soft water, labour charges for mixing, transporting, layingand curing concrete, worikingat depths, Tools and Plants and incidental charges suchas maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as perrel event standard specification for Footing of Abutments, Returnsand Piers. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
65.7
486311
7402
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Vibrated Reinforced Cement Concrete M25 Grade (Design Mix) using ISS graded HBG metal with M-Sand including cost and conveyance of all materials to site excluding cost and fabrication of steel but including cost ofcement, formwork and centering, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200 for Bed Block
83.49
1067586
12787
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Vibrated cement concrete M15 (Nominal mix)using 40mmISS size hard brokengranite metal including cost and conveyance of all materials to site including cost andlabour charges for formwork, centering, labour charges for laying, compacting, curing all incidental chargesetc., complete for Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
2.85
31178
10939.75
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Supply and fabrication of STEEL grade Fe500D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labourcharges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting andplacing the reinforcement in position as specified in the drawing including cost ofbinding wire, provision of spacer bars, cover blocks and all other incidental chargesetc.,complete. (Morth No. 1000, 1500, 1600, 900)
5.33
509601
95610
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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 worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900)
13.5
2741
203.1
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Calculation of SubTotal, GST and Total Amount carried out by system utomatically
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Basic cost of value put to tender as per estimate
1
-
20206103
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Add GST at 18%
1
-
3637099
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Total Value put to Tender
1
-
23843202
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Differnce Amount (Excess/less)
1
-
-
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Quoted Amount (Basic Rate Only)
1
-
-
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Add GST at 18% of Quoted Amount
1
-
-
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Total Value of Quoted Amount including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
20206103
-
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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-
-
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