Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,51,34,000
Costs
EMD
₹ 1,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 054 Tn No 13 2024 25 Hdo Dated 24 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_477997_1Bid Award Id
ViewTender No
MDU No 054 TN No 13 2024 25 HDO Dated 24 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
1161.16
2776101
2390.8
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Km 8/10 - box culvert
13.38
31988
2390.8
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Km 11/2 - box culvert
13.38
31988
2390.8
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Construction of granularsub-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 achievethe desired density, complete as per clause 401 For Grading-III Material
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-
-
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Road
663.52
1646989
2482.2
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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 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
1658.79
4134401
2492.42
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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
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-
-
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Road
6635.14
542688
81.79
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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
-
-
-
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Road
6635.14
125271
18.88
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Advance patch work using 45 mm IRC size HBG metal for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips s after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per MORTH Specification,
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-
-
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Road
44.13
163996
3716.22
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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
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-
-
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Road
13847.24
375398
27.11
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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.5013.20mm, 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, 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
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-
-
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Road - profile corrective course
290.75
2583517
8885.7
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Road
331.77
2948008
8885.7
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.009.50mm, 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
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-
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Road
619.89
6932186
11182.93
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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 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 berms
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-
-
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Road
4565.71
836894
183.3
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Km 8/10 - box culvert
203.13
44410
218.63
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Km 11/2 - box culvert
203.13
44410
218.63
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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 (for berms)
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-
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Road
3912.79
104236
26.64
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Earthwork excavation in all classes of soil not requiring blasting 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 incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
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-
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Km 8/10 - box culvert
149.2
43268
290
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Km 11/2 - box culvert
149.2
43268
290
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Km 9/4-9/6 - Retaining wall
302.4
37273
123.26
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Km 9/8 - breast wall
18.11
2232
123.26
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Palin 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, worikingat 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 Footing under Abutments & Piers
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-
-
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Km 8/10 - box culvert
8.34
50915
6105
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Km 11/2 - box culvert
8.34
50690
6078
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Km 9/4-9/6 - Retaining wall
100.8
653076
6478.93
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Km 9/8 - breast wall
6.04
39132
6478.93
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Vibrated Cement Concrete M20 grade using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
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-
-
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Km 9/4-9/6 - Retaining wall
137.76
1084196
7870.18
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Km 9/8 - breast wall
9.98
71855
7199.93
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Vibrated Cement Concrete M20 grade using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Above sill level)
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-
-
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Km 9/4-9/6 - Retaining wall
153.37
1656297
10799.36
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Km 9/8 - breast wall
18.9
201679
10670.89
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal 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 Box culvert.
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-
-
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Km 8/10 - box culvert
31.2
382512
12260
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Km 11/2 - box culvert
31.2
381638
12232
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete for wing wall and parapet
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-
-
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Km 8/10 - box culvert
42.17
355029
8419
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Km 11/2 - box culvert
42.17
353890
8392
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Supply and fabrication of STEEL grade Fe550 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing 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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Km 8/10 - box culvert
2.29
218946
95610
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Km 11/2 - box culvert
2.29
218946
95610
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Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.
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-
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Km 8/10 - box culvert
19.11
12780
668.8
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Km 11/2 - box culvert
19.11
12742
666.8
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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
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-
-
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Km 9/4-9/6 - Retaining wall
136.85
29846
218.1
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Filling with earth including cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification
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-
-
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Km 9/4-9/6 - Retaining wall
340.2
56510
166.11
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Refilling with excavated earth excluding cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification
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-
-
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Km 9/4-9/6 - Retaining wall
302.4
12957
42.85
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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
-
29774469
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Add GST at 18%
1
-
5359404
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Total Value put to Tender
1
-
35133873
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Excess/Less Percentage
1
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-
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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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29774469
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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