Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Coimbatore, Tamil Nadu

Opening Date21 Sep 2024

Closing Date8 Oct 2024

Tender Amount₹ 1,55,00,000

Email

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Costs

EMD
₹ 87,500
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_485610_1
Bid Award Id
View
Tender No
060 - 2024-25
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1143.8 kBTendernotice_1.pdf

Tender Notice

BOQ-1403.5 kBBOQ_577111.xls

Bill of Quantity

Document-2517.3 kB060pricebid.pdf

Tender Document

Document-152.3 kBTender_Detail_2024...Tender_Detail_2024_HWAY_485610_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD - D

Quantity195.2

Rate4263

Amount 21.84

ROAD - F

Quantity192.5

Rate4204

Amount 21.84

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 (Morth No. 111, 112, 406, 900)

Quantity1

Rate-

Amount -

ROAD -D

Quantity60

Rate136590

Amount 2276.51

ROAD -F

Quantity57.75

Rate131468

Amount 2276.51

Prime Coat Over WMM Surface Providing and laying Prime Coat over 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 (Morth No. 111, 112, 501, 502, 900)

Quantity1

Rate-

Amount -

ROAD -D

Quantity585.5

Rate47806

Amount 81.65

ROAD -F

Quantity577.5

Rate47164

Amount 81.67

Tack Coat Over Primed Surface Providing and laying Tack Coat over 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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

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Amount -

ROAD -D

Quantity585.5

Rate11019

Amount 18.82

ROAD -F

Quantity577.5

Rate10874

Amount 18.83

Tack Coat Over Existing BT Surface 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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

ROAD -A

Quantity4321.1

Rate116885

Amount 27.05

ROAD -B

Quantity3733

Rate101014

Amount 27.06

ROAD -C

Quantity1895

Rate51278

Amount 27.06

ROAD -D

Quantity7601.5

Rate205696

Amount 27.06

ROAD -E

Quantity2697.25

Rate72987

Amount 27.06

ROAD -F

Quantity3726.6

Rate100879

Amount 27.07

BM (Grade-II) 50mm Thick Using VG40 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 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 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 (Morth No. 111, 112, 504, 900)

Quantity1

Rate-

Amount -

ROAD -A

Quantity30.25

Rate265114

Amount 8764.1

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 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 (Morth No. 111, 112, 504, 900)

Quantity1

Rate-

Amount -

ROAD -C

Quantity14.98

Rate128865

Amount 8602.48

ROAD -D

Quantity71.9

Rate618518

Amount 8602.48

ROAD -E

Quantity26.25

Rate225815

Amount 8602.48

ROAD -F

Quantity38.55

Rate331625

Amount 8602.48

BC 40 mm Thick (Grade-II) Using VG40 Bitumen Providing and laying Bituminous Concrete to 40 mm 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 Roller 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 (Morth No. 111, 112, 501, 507, 900)

Quantity1

Rate-

Amount -

ROAD -A

Quantity173

Rate1930714

Amount 11160.2

BC 40mm Thick (Grade-II) Using VG30 Bitumen 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 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 Roller 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 (Morth No. 111, 112, 501, 507, 900)

Quantity1

Rate-

Amount -

ROAD -B

Quantity149.3

Rate1625217

Amount 10885.58

ROAD -C

Quantity75.8

Rate825126

Amount 10885.58

ROAD -E

Quantity107.9

Rate1174554

Amount 10885.58

ROAD -F

Quantity172.2

Rate1874496

Amount 10885.58

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 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 Roller 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 (Morth No. 111, 112, 501, 507, 900)

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Amount -

ROAD -D

Quantity245.65

Rate2674042

Amount 10885.58

EARTH WORK FOR BERMS INCL. COMPACTION 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 (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

ROAD -B

Quantity90

Rate15264

Amount 169.6

ROAD -D

Quantity115.2

Rate19537

Amount 169.6

ROAD -E

Quantity157.5

Rate26712

Amount 169.6

ROAD -F

Quantity292.5

Rate49608

Amount 169.6

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 13133750

Add GST at 18%

Quantity1

Rate-

Amount 2364075

Total Value put to Tender

Quantity1

Rate-

Amount 15497825

Differnce Amount (Excess/Less)

Quantity1

Rate-

Amount -

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Add GST at 18% of of Quoted Amount

Quantity1

Rate-

Amount -

Total Value of Quoted Amount Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate13133750

Amount -

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

Quantity-

Rate-

Amount -

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