Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,17,00,000
Costs
EMD
₹ 1,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 023 Tn No 08 2024 25 Hdo Dated 19 08 2024
Description
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Contact
Tender Id
2024_HWAY_477196_1Bid Award Id
ViewTender No
MDU No 023 TN No 08 2024 25 HDO Dated 19 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
411.72
1055798
2564.36
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ROAD C
69.87
178119
2549.3
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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 - for grading- III Material
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-
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ROAD C
33.01
87196
2641.52
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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 deposting the debris excluding cost of materials 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 MORTH Specification.
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-
-
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ROAD A
1742.25
38050
21.84
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ROAD B
242.67
5299
21.84
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ROAD C
62.5
1365
21.84
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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
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-
-
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ROAD A
1453.54
4082441
2808.62
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ROAD B
72.8
190404
2615.45
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ROAD C
82.6
216036
2615.45
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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 A
7890.9
646501
81.93
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ROAD B
728
59637
81.92
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ROAD C
321.5
26343
81.94
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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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-
-
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ROAD A
7890.9
149374
18.93
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ROAD B
728
13781
18.93
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ROAD C
321.5
6089
18.94
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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 B
15372
417196
27.14
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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 perClause 503 of MORTH Rev-5
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-
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ROAD A
34.1
730
21.43
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ROAD C
74.62
1599
21.44
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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which 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)
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-
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ROAD B
41.68
360541
8650.23
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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 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 temperatureusing 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 A
394.54
3651949
9256.22
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ROAD B
198.45
1795817
9049.22
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ROAD C
16.08
145511
9049.22
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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
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-
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ROAD A
237.75
2750743
11569.9
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ROAD B
483
5489971
11366.4
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ROAD C
11.88
135032
11366.4
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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.
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-
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ROAD A
416.28
11089
26.64
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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 making up of low berms
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-
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ROAD B
687
140800
204.95
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Dismanting the existing RR Masonry culvert in the existing Parapet and Body wall , Abutment and wings and clearing away from the site & carefully stacking the use full materials for reuse on the road side as directed by the departmental officers etc., complete. SI NO-13
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
12.8
3624
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 charges, materials, tools, equipments and all incidental charges, 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 Box Culvert and Wing wall
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
230.76
56886
246.52
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Road C
71.83
17707
246.52
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Cement Concrete M15 (Nominal mix 1:2:4), using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE FOR BOTTOM SLAB & Wing Wall
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
29
196749
6784.48
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Road C
20.33
131011
6444.24
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Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete -for BOX CULVERT
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
72.38
924907
12778.5
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Road C
79.6
991016
12449.96
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Supply and fabrication of steel Grade-S - 500 steel requried for all RCC items of works involved in the shcedule including cost of steel cost of fabrication labour charges for cleaning the bars staightening 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., complete as per standard specification. 1000 1600
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
5.1
487989
95609.27
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Road C
10.07
962785
95609.27
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Vibrated Cement Concrete M20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR BELOW SILL -Wing Wall
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
33.36
324817
9736.73
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Road C
92.7
822147
8868.91
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Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
20.06
859
42.85
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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. Formation of embankment using carted earth with a lead of 3 km. having CBR value of more than 8( DIVERSION ROAD )
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
227.5
52848
232.3
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Road C
390
90597
232.3
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Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making of For diversion road
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-
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ROAD A - I CULVERT at KM 11/8 & 11/10
57.75
39819
689.52
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Road C
54
17240
319.27
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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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26862678
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Add GST at 18%
1
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4835282
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Total Value put to Tender
1
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31697960
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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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26862678
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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