Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Eprocure

Mayiladuthurai, Tamil Nadu

Opening Date30 Sep 2024

Closing Soon22 Oct 2024

Tender Amount₹ 86,20,000

Notes

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Costs

EMD
₹ 54,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Try 78 Mayiladuthurai H C And M Sub Division

Description

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Contact

Tender Id
2024_HWAY_489651_3
Tender No
TN.NO.30/2024-2025 SC
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-1115.9 kBTendernotice_1.pdf

TENDER NOTICE NO 30/2020-2025

BOQ-1303.6 kBBOQ_581816.xls

BOQ78

Document-3977.4 kBDRAWTRY78.pdf

DRAWINGTRY78

Document-2215.4 kBSrTdBidTRY78.pdf

Tender Document

Document-151.9 kBTender_Detail_2024...Tender_Detail_2024_HWAY_489651_3.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road-B

Quantity114.67

Rate2504

Amount 21.84

Road-C

Quantity114.67

Rate2504

Amount 21.84

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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

Quantity-

Rate-

Amount -

Road-A

Quantity51.53

Rate163034

Amount 3163.88

Road-B

Quantity51.61

Rate163287

Amount 3163.88

Road-C

Quantity51.61

Rate163287

Amount 3163.88

Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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

Quantity-

Rate-

Amount -

Road-A

Quantity343.5

Rate27747

Amount 80.78

Road-B

Quantity344

Rate27788

Amount 80.78

Road-C

Quantity344

Rate27788

Amount 80.78

Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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

Quantity-

Rate-

Amount -

Road-A

Quantity343.5

Rate6354

Amount 18.5

Road-B

Quantity344

Rate6364

Amount 18.5

Road-C

Quantity344

Rate6364

Amount 18.5

Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over the existing BT surfaces .as per MORT&H Rev. V specifications No.111, 112, 503, 900.

Quantity-

Rate-

Amount -

Road-A

Quantity5749.5

Rate154086

Amount 26.8

Road-B

Quantity3498.75

Rate93766

Amount 26.8

Road-C

Quantity3470.5

Rate93009

Amount 26.8

Advance patch work to an average thickness of 50mm using premixed 45mm IRC metal over the existing BT surface using 44Kg of bitumen of grade 80/100 per cum of chips for premix and consolidation well including cost and conveyance of chips to work site and including cost of bitumen which shall be procured by the contractor himself and all labour charges etc., complete.

Quantity-

Rate-

Amount -

Road-A

Quantity13.04

Rate57384

Amount 4400.63

Road-B

Quantity8.2

Rate36027

Amount 4393.58

Road-C

Quantity8.31

Rate36569

Amount 4400.63

BM (Grade-II) 50mm Thick Using VG30 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 of 50mm thick 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

Quantity-

Rate-

Amount -

Road-A

Quantity57.12

Rate530352

Amount 9284.88

Road-B

Quantity36.44

Rate338341

Amount 9284.88

Road-C

Quantity35.64

Rate330913

Amount 9284.88

BC 30mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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

Quantity-

Rate-

Amount -

Road-A

Quantity182.69

Rate2084964

Amount 11412.58

Road-B

Quantity115.16

Rate1314272

Amount 11412.58

Road-C

Quantity114.25

Rate1303887

Amount 11412.58

Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing on bank with an average lead of 10Km and lifts as per SS20B including cost of all labour charges, Materials, Tools, Equipments And All Incidental Charges, Including Consolidation, 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, Clearingup The Site And disposal Of All Surplus materials Etc., Complete As Per Standard Specification. for Low Berms

Quantity-

Rate-

Amount -

Road-A

Quantity476.67

Rate146056

Amount 306.41

Road-B

Quantity296.61

Rate90884

Amount 306.41

Road-C

Quantity288.93

Rate88531

Amount 306.41

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

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 7298573

Add GST at 18%

Quantity1

Rate-

Amount 1313743

Total Value put to Tender

Quantity1

Rate-

Amount 8612316

Quoted Percentage

Quantity1

Rate-

Amount -

Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate7298573

Amount -

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

Quantity-

Rate-

Amount -

Quoted Rate in Words

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Amount -

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Highways Department Tender