Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Virudhunagar, Tamil Nadu

Opening Date21 Sep 2024

Closing Date8 Oct 2024

Tender Amount₹ 2,19,00,000

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Costs

EMD
₹ 1,20,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tnv- 39 - Thiruchuli H C Andm Sub-division

Description

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Contact

Tender Id
2024_HWAY_486583_1
Bid Award Id
View
Tender No
T N No. 26 2024-2025 HDO Dated 14 09 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1292.4 kBTendernotice_1.pdf

Notice

BOQ-1319.5 kBBOQ_578226.xls

BOQ

Document-31.2 MBPB.pdf

PB

Document-2819.3 kBPQ.pdf

PQ

Document-155.6 kBTender_Detail_2024...Tender_Detail_2024_HWAY_486583_1.html

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BOQ Items

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Quantity-

Rate-

Amount -

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Road C

Quantity187.5

Rate4095

Amount 21.84

Road D

Quantity172.5

Rate3767

Amount 21.84

WET MIX MACADAM 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 Clause No. 111, 112, 406 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity84.38

Rate192255

Amount 2278.45

Road B

Quantity87.19

Rate198658

Amount 2278.45

Road C

Quantity84.38

Rate192255

Amount 2278.45

Road D

Quantity77.63

Rate176876

Amount 2278.45

Prime Coat Over WBM/ WMM Surface 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

Quantity-

Rate-

Amount -

Road A

Quantity562.5

Rate45939

Amount 81.67

Road B

Quantity581.25

Rate47476

Amount 81.68

Road C

Quantity562.5

Rate45956

Amount 81.7

Road D

Quantity517.5

Rate42269

Amount 81.68

Tack Coat Over Primed Surface 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 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity562.5

Rate10591

Amount 18.83

Road B

Quantity581.25

Rate10944

Amount 18.83

Road C

Quantity562.5

Rate10597

Amount 18.84

Road D

Quantity517.5

Rate9744

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 andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity7805.05

Rate211282

Amount 27.07

Road B

Quantity7277.65

Rate197005

Amount 27.07

Road C

Quantity7047.6

Rate190849

Amount 27.08

Road D

Quantity4920.1

Rate133187

Amount 27.07

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 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified gradesand 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 20-30tCMP 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

Quantity104.43

Rate917902

Amount 8789.64

Road B

Quantity95.63

Rate840553

Amount 8789.64

Road C

Quantity88.12

Rate774543

Amount 8789.64

Road D

Quantity59.07

Rate519204

Amount 8789.64

BC 30/40mm Thick (Grade-II) Using VG30 Bitumen 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

Quantity-

Rate-

Amount -

Road A

Quantity251.03

Rate2811184

Amount 11198.6

Road B

Quantity235.76

Rate2640181

Amount 11198.6

Road C

Quantity228.3

Rate2556640

Amount 11198.6

Road D

Quantity163.12

Rate1826715

Amount 11198.6

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting withpower roller, watering, includingall hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottomof excavationback filling, clearingup the site anddisposal of all surplusmaterials etc., complete as per standard specification. For making up of low berms with conveyance

Quantity-

Rate-

Amount -

Road A

Quantity5810

Rate1383070

Amount 238.05

Road B

Quantity3532

Rate840792

Amount 238.05

Road C

Quantity4221

Rate1004809

Amount 238.05

Road D

Quantity2664

Rate634165

Amount 238.05

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 18481842

Add GST at 18%

Quantity1

Rate-

Amount 3326732

Total Value put to Tender

Quantity1

Rate-

Amount 21808574

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Negotiated 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-

Rate18481842

Amount -

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

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Rate-

Amount -

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