Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Villupuram, Tamil Nadu

Opening Date19 Oct 2024

Closing Date5 Nov 2024

Tender Amount₹ 2,74,65,000

Notes

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Costs

EMD
₹ 1,50,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_495003_1
Tender No
TN.No.38/2024-25/HDO Dt.04.10.2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

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Tender Notice-157.2 kBTendernotice_1.pdf

Tender Notice

BOQ-1367.1 kBBOQ_588133.xls

BoQ

Document-2391.0 kB73-PQ-2024-25.pdf

PQ Document (Vol-I)

Document-1379.8 kB73-Price_Bid_24-25...73-Price_Bid_24-25.pdf

Price Bid Document (Vol-II)

Document-053.1 kBTender_Detail_2024...Tender_Detail_2024_HWAY_495003_1.html

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BOQ Items

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Quantity-

Rate-

Amount -

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Road-A

Quantity1429.93

Rate1977

Amount 2827200.4

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)

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Amount -

Road-A

Quantity510.69

Rate2066

Amount 1055157.04

Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for picking etc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,202

Quantity-

Rate-

Amount -

Road-B

Quantity62.5

Rate21

Amount 1365

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

Quantity1276.72

Rate2132

Amount 2722209.62

Road-B

Quantity28.13

Rate2132

Amount 59978.5

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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Amount -

Road-A

Quantity5106.9

Rate79

Amount 407888.1

Road-B

Quantity187.5

Rate79

Amount 14975.63

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 per Clause 503 of MORTH Rev-5

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Road-A

Quantity5106.9

Rate18

Amount 93149.86

Road-B

Quantity187.5

Rate18

Amount 3420

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 per Clause 503 of MORTH Rev-5

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Amount -

Road-A

Quantity10480.5

Rate26

Amount 278676.5

Road-B

Quantity2062.5

Rate26

Amount 54841.88

Providing and laying 50mm thick Bituminous Macadam use course aggregate and VG 30 Bitumen which shall consist of construction in a single course base / binder course confirming to the specification on a previously prepared base (using the 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 Cl.504 MoRTH Rev-V ( for Patch Works)

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Amount -

Road-A

Quantity21.32

Rate8079

Amount 172265.17

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 55mm 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 (Grade-II)

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Amount -

Road-A

Quantity804.9

Rate8131

Amount 6545173.13

Road-B

Quantity5.63

Rate8131

Amount 45781.25

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 (Grade-II)

Quantity-

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Amount -

Road-A

Quantity467.62

Rate10222

Amount 4780165.95

Road-B

Quantity67.5

Rate10222

Amount 690007.28

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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Amount -

Road-A

Quantity558.96

Rate26

Amount 14879.52

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 with conveyance

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Road-B

Quantity120

Rate237

Amount 28557.6

Box culvert At km 1/2,1/6

Quantity-

Rate-

Amount -

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 Masonry as per MORTH No.111,112,202

Quantity-

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Amount -

Road-A

Quantity23.36

Rate486

Amount 11357.63

Excavation including removal and all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer for Foundation as per MORTH No. 111, 112, 304.

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Road-A

Quantity278.98

Rate246

Amount 68774.15

Plain Cement Concrete of grade M15 (nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including cos t of form work, centering, soft water, labour charges for mixing, transpoting, laying and curing concrete, working at depths, Tools and Plants shoring , strutting etc., complete as per relevant standard specifications for Levelling Course .as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100

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Road-A

Quantity23.22

Rate6383

Amount 148222.55

Vibrated cement concrete M20 (Nominalmix) using 40mm ISS size hardbroken granite metal including cost and conveyance of all materials to site including cost and labourcharges for formwork, centering, labourcharges forlaying, compacting,curing all incidental charges etc., complete for Wing wall and Parapet (Below sill) and (Above sill)

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Amount -

Road-A

Quantity104.35

Rate7967

Amount 831457.67

Vibrated Reinforced cement concrete M25 (design mix) using ISS gradedhard granite crushed stone including cost and conveyance of allmaterials to site excluding cost and fabrication of steel but including formwork and centering, softwater, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing,working at heights, hire, charges for tools and plants including all other incidental charges etc., complete as per specification for Box Culvert - as per MORTH No.1000,1500, 1600, 1700 1900, 2200, 900

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Rate-

Amount -

Road-A

Quantity82.32

Rate12652

Amount 1041593.31

Supply and fabrication of Fe 500 Grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1009, 1900

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Rate-

Amount -

Road-A

Quantity5.5

Rate95610

Amount 525855

Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel toworksite, 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 behind the abutment and wings

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Amount -

Road-A

Quantity74.39

Rate507

Amount 37735.07

Providing and fixing fixing P.V.C pipes of abutment of 100 mm dia of required length for abutments and wings including cost and conveyance of all materials to work site and labour charges for fixing etc,. complete to drain the back fill as per standeard specification.

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Road-A

Quantity18.6

Rate203

Amount 3777.66

Providing and laying Carted Earth having minimum CBR of 10 with an additional lead of 10 km including cost of earth, seniorage charges conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305, 900

Quantity-

Rate-

Amount -

Road-A

Quantity515.63

Rate237

Amount 122709.63

Provding and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.

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Road-A

Quantity30.94

Rate2132

Amount 65969.96

Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all matrials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900

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Road-A

Quantity30

Rate4276

Amount 128304

Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.29

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Rate-

Amount -

Road-A

Quantity30

Rate266

Amount 7986

Calculation of SubTotal, GST and Total Amount carried out by system automatically

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Rate23264128

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Add GST at 18%

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Rate4187543

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Total Value put to Tender

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Bidder quoted value

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Basic cost of value put to tender as per Estimate

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Amount 23264128

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

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Highways Department Tender