Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Villupuram, Tamil Nadu

Opening Date15 Oct 2024

Closing Date5 Nov 2024

Tender Amount₹ 3,39,00,000

Notes

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Costs

EMD
₹ 1,80,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_493667_1
Tender No
TN.No.33/2024-25/HDO Dt.27.09.2024
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-153.5 kBTendernotice_1.pdf

Tender Notice

BOQ-1393.2 kBBOQ_586555.xls

BoQ

Document-2386.1 kB65-PQ-2024-25.pdf

PQ Document (Vol-I)

Document-1376.4 kB65-Price_Bid_24-25...65-Price_Bid_24-25.pdf

Price Bid Document (Vol-II)

Document-053.1 kBTender_Detail_2024...Tender_Detail_2024_HWAY_493667_1.html

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BOQ Items

DO_NOT_SHOW

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ROAD - A

Quantity1084.89

Rate1713

Amount 1858590.15

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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Quantity1390.87

Rate2132

Amount 2965599.11

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

Quantity5563.51

Rate80

Amount 448474.54

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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Quantity5563.51

Rate18

Amount 102591.12

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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Quantity20586.75

Rate26

Amount 550695.56

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

Quantity115

Rate20

Amount 2396.6

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 (Grade-I)

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ROAD-A

Quantity472.9

Rate8941

Amount 4228430.62

Providing and laying Bituminous Concrete to 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 VG40 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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ROAD-A

Quantity1050.2

Rate10471

Amount 10996749.22

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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ROAD-A

Quantity1662.63

Rate26

Amount 44259.21

Box culvert

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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 Plain Cement Concrete as per MORTH No.111,112,202

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ROAD-A

Quantity64.4

Rate486

Amount 31311.28

Earthwork excavation in all classes of soil except Soft Rock / Kankar not requiring blasting, medium rock and 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 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 BOX CULVERT AND CUT OF WALL as per MORTH No.111,112,304

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Amount -

ROAD-A

Quantity428.79

Rate246

Amount 105705.31

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, 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 for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100

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Amount -

ROAD-A

Quantity59.67

Rate6109

Amount 364546.11

Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, 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 for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 Below sill level

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Amount -

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Quantity247.2

Rate8333

Amount 2060100.53

Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, 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 for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200 for Box Culvert

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Quantity159.7

Rate11715

Amount 1870923.83

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Amount -

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Quantity6.21

Rate10528

Amount 65380

Supply and fabrication of Fe 500 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, 1000

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Quantity11.01

Rate95610

Amount 1052474.88

Providing and fixing of GI Drainage spout 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mmx 25mm flats for grating arrangements and 100mm dia drainage spout projecting beyond the bottom of deck slab as showing in the drawing including cost and conveyance of GI pipes and fixing them in position etc, complete as per MORTH No.2705

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Quantity10

Rate2498

Amount 24981

Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel 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 behind the abutment and wings as per MORTH No. 111,112, 305, 900

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Quantity594

Rate328

Amount 195146.82

Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete as per MORTH No. 309

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Quantity96

Rate1297

Amount 124560.96

Providing and fixing 110 mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specification as per MORTH No.2706

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Quantity80

Rate203

Amount 16248

Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for forming Diversion road.

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ROAD-A (Lead 10km)

Quantity2447.5

Rate146

Amount 359390.9

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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 for Diversion Road

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ROAD-A

Quantity226.88

Rate2132

Amount 483751.27

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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Amount -

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Quantity50

Rate4276

Amount 213840

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.2900

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ROAD-A

Quantity50

Rate266

Amount 13310

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

Quantity1

Rate28716934

Amount -

Add GST at 18%

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Rate5169048

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Total Value put to Tender

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Rate33885983

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Add GST at 18% of Final Negotiated Value

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Total Value of Contract Including 18% of GST

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Basic cost of value put to tender as per Estimate

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Amount 28716934.72

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

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Highways Department Tender