Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Erode, Tamil Nadu

Opening Date28 Aug 2024

Closing Date23 Sep 2024

Tender Amount₹ 2,78,50,000

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Costs

EMD
₹ 1,50,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tn 05 24 25 Erode Division Tpr 011

Description

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Widening and Strengthening from Intermediate Lane to Two Lane, Improvements to Riding Quality and Widening of Culvert Works on Government Roads in Erode & Perundurai (H), C&M Sub-Divisions. (TPR 011) Road A Widening from Intermediate Lane to Two Lane and Strengthening at km 3/6 - 5/8 of Perundurai - Perundurai RS - Chennimalai road including widening of culvert at Km 4/2, 4/10 Road B : Improvements to Riding Quality at km 10/840 - 11/840 of Erode Outer Ring road

Contact

Tender Id
2024_HWAY_478036_1
Bid Award Id
View
Tender No
TN 05 24 25 Erode Division TPR 011
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-3385.1 kBTendernotice_1.pdf

Tender Notice-2262.1 kBNotice5sl3tpr11.pd...Notice5sl3tpr11.pdf

Tender Notice-1114.2 kBNotice5id478036.pd...Notice5id478036.pdf

BOQ-1368.1 kBBOQ_567736.xls

Document-41.5 MBVol2tpr11.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road A

Quantity2024.1

Rate249490

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

Quantity398.1

Rate706416

Amount 1774.47

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

Quantity331.8

Rate618524

Amount 1864.15

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

Quantity829.4

Rate1855052

Amount 2236.62

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

Quantity3317.3

Rate271355

Amount 81.8

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

Quantity3317.3

Rate62663

Amount 18.89

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

Quantity12814.9

Rate347411

Amount 27.11

Road B

Quantity9783.5

Rate265132

Amount 27.1

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 I. MORTH No. 111, 112, 501, 505, 900

Quantity1

Rate-

Amount -

Road A

Quantity282

Rate2628468

Amount 9320.81

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 with paver finisher 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

Quantity674.1

Rate5798244

Amount 8601.46

Road B

Quantity36.8

Rate314702

Amount 8551.7

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

Quantity473.3

Rate5157658

Amount 10897.23

Road B

Quantity391.4

Rate4357409

Amount 11132.88

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. Using Excess Box Cut Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900

Quantity1

Rate-

Amount -

Road A

Quantity859.5

Rate22879

Amount 26.62

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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation for culvert. MORTH No. 111, 112, 304

Quantity1

Rate-

Amount -

Road A

Quantity103.5

Rate29949

Amount 289.37

Cement Concrete M15 (Nominal Mix) Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges for compacting, curing, and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Quantity1

Rate-

Amount -

Road A

Quantity6.5

Rate39414

Amount 6063.8

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Above sill. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Quantity1

Rate-

Amount -

Road A

Quantity55.2

Rate481989

Amount 8731.7

Supply of NP 3 class RCC 900 mm) dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.

Quantity1

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Road A

Quantity10

Rate38214

Amount 3821.4

Hoisting and Fixing of 900 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for culvert.

Quantity1

Rate-

Amount -

Road A

Quantity10

Rate2310

Amount 231

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

Rate-

Amount 23593189

Add GST at 18%

Quantity1

Rate-

Amount 4246774

Total Value put to Tender

Quantity1

Rate-

Amount 27839963

Differnce Amount (Excess/Less)

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Quoted Amount (Basic Rate Only)

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Add GST at 18% of of Quoted Amount

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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

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Rate23593189

Amount -

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

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