Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,56,81,000
Costs
EMD
₹ 1,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 050 Tn No 12 2024 25 Hdo Dated 23 08 2024
Description
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Contact
Tender Id
2024_HWAY_477950_1Bid Award Id
ViewTender No
MDU No 050 TN No 12 2024 25 HDO Dated 23 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
3668.1
80111
21.84
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Providing and laying 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 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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ROAD A
336.12
866682
2578.49
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Providing and laying 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 ) - for grading- III Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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ROAD A
308.95
825721
2672.67
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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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ROAD A
1872.81
5440887
2905.2
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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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ROAD A
14146.7
1158048
81.86
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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 asas per clause502 of MORTH Rev-5
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ROAD A
14146.7
267514
18.91
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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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ROAD A
48.75
1322
27.13
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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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ROAD A
41.3
883
21.4
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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, 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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ROAD A
710.34
6637455
9344.12
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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., omplete as per specification using CMP as per clause 507 of MORTH Rev-5
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ROAD A
427.1
4973656
11645.18
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Excavation 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 including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900 for conveyed Earth
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ROAD A
297.3
7920
26.64
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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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ROAD A (For Box Culvert) at Km.0/2
6.4
1812
283.14
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Earth work excavation in all classes of soils except rock requiring blasting depositing on bank,with all leads and lifts as per SS 20B,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 specification,For Box Culvert and Wing wall
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ROAD A (For Box Culvert) at Km.0/2
168.08
41435
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 BELOW BOTTOM SLAB & Wing Wall
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ROAD A (For Box Culvert) at Km.0/2
17.62
119655
6790.9
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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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ROAD A (For Box Culvert) at Km.0/2
44.62
576153
12912.46
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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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ROAD A (For Box Culvert) at Km.0/2
2.94
280613
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 WING WALL AND PARAPET
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ROAD A (For Box Culvert) at Km.0/2
25.84
248066
9600.09
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Filling with Quary dust below the raft including cost and conveyance of sand to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the mazimum density flooding with water as layers of built-up to the bottom level inclusive all other incidental charges such as baling out water, forming protective bunds, cofferdams etc., complete.
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ROAD A (For Box Culvert) at Km.0/2
9.45
404
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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ROAD A (For Box Culvert) at Km.0/2
236.25
34690
146.84
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Providing and laying of Gravel including cost and conveyance of the same to work site including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental engineers for making For diversion road
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ROAD A (For Box Culvert) at Km.0/2
57.75
38961
674.66
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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
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21762735
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Add GST at 18%
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3917292
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Total Value put to Tender
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25680027
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Excess/Less Percentage
1
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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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Basic cost of value put to tender as per Estimate
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21762735
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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