Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Tiruppur, Tamil Nadu

Opening Date28 Aug 2024

Closing Date23 Sep 2024

Tender Amount₹ 4,53,00,000

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Costs

EMD
₹ 2,37,000
Document Cost
Refer Documents
Tender Fee
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Summary

Tn 05 24 25 Tirupur Division Tpr 010

Description

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Improvements to Riding Quality, Providing Junction Improvement Works on Government Roads in Palladam (H), C&M Sub-Division. (TPR 010) Road A Providing Junction Improvement at km 15/8 of Kamanaickenpalayam - Annur road Road B : Improvements to Riding Quality at km 25/4 - 27/4 of Avinashi - Tiruppur - Palladam - Pollachi - Cochin (Via) Meenkarai Road Road C : Improvements to Riding Quality at km 28/4 - 29/6 of Avinashi - Tiruppur - Palladam - Pollachi - Cochin (Via) Meenkarai Road.

Contact

Tender Id
2024_HWAY_478026_1
Tender No
TN 05 24 25 Tirupur Division TPR 010
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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BOQ Items

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Quantity-

Rate-

Amount -

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Road B

Quantity29921.3

Rate3162382

Amount 105.69

Road C

Quantity20709

Rate2188734

Amount 105.69

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Box cutting for widening portion Morth No. 111, 112, 301, 305, 900

Quantity1

Rate-

Amount -

Road A

Quantity1167.8

Rate143943

Amount 123.26

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material. MORTH No. 111, 112, 401, 900

Quantity1

Rate-

Amount -

Road A

Quantity316.3

Rate599843

Amount 1896.44

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900

Quantity1

Rate-

Amount -

Road A

Quantity86

Rate170798

Amount 1986.03

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. MORTH No. 111,112, 406, 900

Quantity1

Rate-

Amount -

Road A

Quantity747.5

Rate1608836

Amount 2152.29

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM. MORTH No. 111 112, 501, 502, 900

Quantity1

Rate-

Amount -

Road A

Quantity3634.5

Rate297556

Amount 81.87

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900

Quantity1

Rate-

Amount -

Road A

Quantity3634.5

Rate68728

Amount 18.91

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900

Quantity1

Rate-

Amount -

Road A

Quantity138.8

Rate1398984

Amount 10079.14

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900

Quantity1

Rate-

Amount -

Road A

Quantity90.3

Rate932139

Amount 10322.7

Bituminous Macadam Providing and laying bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) MORTH No. 111, 112, 501, 505, 900

Quantity1

Rate-

Amount -

Road A

Quantity4.9

Rate42180

Amount 8608.32

Tack coat - 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/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over bituminous surfaces. MORTH No. 111,112,501,503,900

Quantity1

Rate-

Amount -

Road A

Quantity1787.4

Rate48492

Amount 27.13

Road B

Quantity29921.3

Rate811764

Amount 27.13

Road C

Quantity20709

Rate561835

Amount 27.13

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900

Quantity1

Rate-

Amount -

Road A

Quantity66.9

Rate730487

Amount 10919.1

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II (9m Paver) MORTH No. 111, 112, 501, 507, 900

Quantity1

Rate-

Amount -

Road A

Quantity128.3

Rate1505463

Amount 11733.93

Road B

Quantity1197

Rate14045514

Amount 11733.93

Road C

Quantity828.4

Rate9720387

Amount 11733.93

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of berms using site earth avallable including compaction by power roller.

Quantity1

Rate-

Amount -

Road B

Quantity559.5

Rate90454

Amount 161.67

Road C

Quantity399.6

Rate64603

Amount 161.67

Excavation for Roadway and drainage Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20B including cost of all labour charges, materials, tools, equipment sand 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 embankment using cut earth Morth No. 111, 112, 301, 305, 900

Quantity1

Rate-

Amount -

Road A

Quantity80

Rate2129

Amount 26.62

Vibrated Cement Concrete M20 Grade (Nominal mix) using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Kerb Median [Semi Barrier Type] MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Quantity1

Rate-

Amount -

Road A

Quantity273.9

Rate157306

Amount 574.32

Painting two coats of best approved fist quality and colour of synthetic enamel paint including cost of paint, labour and other materials like brushes, putty, soap and also scaffolding charges etc. complete complying with standard specification and as directed by the departmental officer for for Kerb Median [Semi Barrier Type]

Quantity1

Rate-

Amount -

Road A

Quantity90.7

Rate21337

Amount 235.25

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Refilling for Kerb Median [Semi Barrier Type] Center portion using Cut earth. MORTH No. 304

Quantity1

Rate-

Amount -

Road A

Quantity21.4

Rate916

Amount 42.85

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

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Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 38386561

Add GST at 18%

Quantity1

Rate-

Amount 6909581

Total Value put to Tender

Quantity1

Rate-

Amount 45296142

Differnce Amount (Excess/Less)

Quantity1

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Amount -

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Add GST at 18% of of Quoted Amount

Quantity1

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Total Value of Quoted Amount Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate38386561

Amount -

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

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Amount -

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