Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Erode, Tamil Nadu

Opening Date4 Jan 2022

Closing Date2 Feb 2022

Tender Amount₹ 7,18,50,000

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Costs

EMD
₹ 3,70,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tn 10 21 22 Erode Dn Tpr 013 Perundurai

Description

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Tender Id
2022_HWAY_218428_1
Bid Award Id
View
Tender No
TN 10 21 22 Erode Dn TPR 013 Perundurai
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1155.2 kBTendernotice_1.pdf

Tender Notice

BOQ-1469.5 kBBOQ_258368.xls

Bill of Quantities (BOQ)

Document-21.4 MBTPR13Vol2.pdf

Price Bid Document Volume II

Document-1520.6 kBTPR13Vol1.pdf

Pre Qualification Document Volume I

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road K

Quantity50.4

Rate-

Amount 557.4

Road D

Quantity2501.5

Rate-

Amount 69.92

Road I

Quantity356.3

Rate-

Amount 69.93

Road J

Quantity92.8

Rate-

Amount 7978.32

Road H

Quantity160.1

Rate-

Amount 10434.53

Road B

Quantity2.3

Rate-

Amount 5326

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 B

Quantity226.1

Rate-

Amount 9092.61

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 of Drain

Quantity1

Rate-

Amount -

Road K

Quantity225.9

Rate-

Amount 227

Vibrated Cement Concrete M10 (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

Quantity1

Rate-

Amount -

Supply of NP 3 class RCC 1000 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. MORTH No. 2900, 900

Quantity1

Rate-

Amount -

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 G

Quantity112.5

Rate-

Amount 17.15

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 E

Quantity7476.5

Rate-

Amount 22.52

Road E

Quantity234.5

Rate-

Amount 10434.53

Road D

Quantity59.85

Rate-

Amount 557.9

Road I

Quantity89.1

Rate-

Amount 1858.7

Road A

Quantity49

Rate-

Amount 7669

Total Value of Quoted Amount Including 12% of GST

Quantity1

Rate-

Amount -

Road K

Quantity220

Rate-

Amount 22.51

Road B

Quantity56.5

Rate-

Amount 12.7

Road A

Quantity8.57

Rate-

Amount 83689

Road A

Quantity399.7

Rate-

Amount 9092.61

Road A

Quantity133.3

Rate-

Amount 10744.83

Road D

Quantity499.5

Rate-

Amount 22.2

Road A

Quantity123.8

Rate-

Amount 11957.35

Road D

Quantity4363.9

Rate-

Amount 22.51

Road A

Quantity20

Rate-

Amount 3794

Road K

Quantity182.5

Rate-

Amount 69.92

Road G

Quantity337.5

Rate-

Amount 16.48

Road K

Quantity14.4

Rate-

Amount 5384

Road E

Quantity84.4

Rate-

Amount 1858.7

Road A

Quantity832.5

Rate-

Amount 1858.7

Road B

Quantity2261

Rate-

Amount 69.92

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Road J

Quantity340

Rate-

Amount 16.48

Road G

Quantity91

Rate-

Amount 7978.32

Road D

Quantity37.5

Rate-

Amount 17.15

Road C

Quantity1200

Rate-

Amount 16.49

Road K

Quantity45.7

Rate-

Amount 1858.7

Road C

Quantity130

Rate-

Amount 193.5

Road D

Quantity16.54

Rate-

Amount 3648.97

Road C

Quantity234.1

Rate-

Amount 8160.92

Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for BASE SLAB, STEM AND BOTTOM SLAB OF BOX CULVERT. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

Quantity1

Rate-

Amount -

Road C

Quantity712.8

Rate-

Amount 96.6

Road D

Quantity489.8

Rate-

Amount 1478.74

Road G

Quantity931.5

Rate-

Amount 118.8

Road A

Quantity6.6

Rate-

Amount 4661

Road A

Quantity43.6

Rate-

Amount 12.7

Road C

Quantity312.8

Rate-

Amount 22.2

Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Cut Stone slab culvert . MORTH No. 111, 112, 202

Quantity1

Rate-

Amount -

Vibrated 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

Quantity1

Rate-

Amount -

Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications. MORTH No. 2706, 900

Quantity1

Rate-

Amount -

Road B

Quantity17.3

Rate-

Amount 6720

Road E

Quantity112.5

Rate-

Amount 17.15

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 B

Quantity20

Rate-

Amount 3794

Road D

Quantity74.6

Rate-

Amount 12.7

Road I

Quantity738

Rate-

Amount 118.8

Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906

Quantity1

Rate-

Amount -

Road A

Quantity387.8

Rate-

Amount 227

Road B

Quantity20

Rate-

Amount 240

Road A

Quantity799.2

Rate-

Amount 1505.14

Road K

Quantity73.4

Rate-

Amount 17.15

Road A

Quantity30

Rate-

Amount 22.2

Road D

Quantity20.1

Rate-

Amount 5390

Road C

Quantity300

Rate-

Amount 1858.7

Road F

Quantity79.7

Rate-

Amount 1858.7

Road B

Quantity565.3

Rate-

Amount 1858.7

Road G

Quantity84.4

Rate-

Amount 1858.7

Road D

Quantity315.3

Rate-

Amount 227

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

Quantity-

Rate-

Amount -

Differnce Amount (Excess/Less)

Quantity1

Rate-

Amount -

Road F

Quantity118.2

Rate-

Amount 7978.32

Road B

Quantity90.5

Rate-

Amount 10744.83

Advance patch work using 45 mm IRC size HBG metal for making the pot holes and patching using VG 10 grade bituminous mix at the rate of 44 Kg / Cum of chips at the site and placed in the pot holes or in patches after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete.(MORTH No.111,112,501,900,3004 )

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 64111265

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

Road F

Quantity318.75

Rate-

Amount 16.48

Road D

Quantity87.7

Rate-

Amount 10587

Road I

Quantity6472.7

Rate-

Amount 22.51

Road J

Quantity85

Rate-

Amount 1858.7

Road K

Quantity20.14

Rate-

Amount 83689

Road A

Quantity20

Rate-

Amount 240

Road J

Quantity113.4

Rate-

Amount 17.15

Road C

Quantity118.8

Rate-

Amount 12.7

Road K

Quantity102

Rate-

Amount 4709

Road A

Quantity66

Rate-

Amount 155

Road D

Quantity2501.5

Rate-

Amount 16.48

Road C

Quantity240

Rate-

Amount 1593.14

Vibrated Cement concrete M30 mix (Design Mix) using 25MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Deck Slab and Box culvert MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900, 2200, 2300

Quantity1

Rate-

Amount -

Road F

Quantity1282.5

Rate-

Amount 118.8

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.

Quantity1

Rate-

Amount -

Dense 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).

Quantity1

Rate-

Amount -

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 -

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 MORTH No. 111, 112, 501, 507, 900

Quantity1

Rate-

Amount -

Road H

Quantity45

Rate-

Amount 118.8

Road D

Quantity216.9

Rate-

Amount 10434.53

Road I

Quantity118.8

Rate-

Amount 17.15

Road C

Quantity4400

Rate-

Amount 22.52

Road K

Quantity22.4

Rate-

Amount 7838

Road H

Quantity5335.3

Rate-

Amount 22.51

Road E

Quantity85.4

Rate-

Amount 7978.32

Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surface using manual labour 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) for patch work. MORTH No. 111,112,501,505,900

Quantity1

Rate-

Amount -

Road D

Quantity48.4

Rate-

Amount 7849

Road D

Quantity7.45

Rate-

Amount 83689

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 D

Quantity625.4

Rate-

Amount 1858.7

Road A

Quantity2208

Rate-

Amount 96.6

Total Value put to Tender

Quantity1

Rate-

Amount 71804617

Road D

Quantity187.7

Rate-

Amount 9565.88

Dismantling Slvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc, as per MORTH. Specification Dismantling Brick stone masonry walls. MORTH NO. 111, 112, 202

Quantity1

Rate-

Amount -

Road G

Quantity265.6

Rate-

Amount 10434.53

Road A

Quantity56.7

Rate-

Amount 553.7

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 -

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 -

Quoted Rate in Figures (Total Value of Contract Including 12% of GST )

Quantity-

Rate-

Amount -

Road C

Quantity168

Rate-

Amount 10744.83

Add GST at 12% of of Quoted Amount

Quantity1

Rate-

Amount -

Road F

Quantity106.3

Rate-

Amount 17.15

Road D

Quantity1337.9

Rate-

Amount 96.6

Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), 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 K

Quantity16.1

Rate-

Amount 10434.53

Road E

Quantity337.5

Rate-

Amount 69.95

Road A

Quantity3329.8

Rate-

Amount 16.48

Road C

Quantity114

Rate-

Amount 9092.61

Road J

Quantity7976.3

Rate-

Amount 22.51

Road A

Quantity18.7

Rate-

Amount 5336

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 J

Quantity249.5

Rate-

Amount 10434.53

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. For using site earth for formation of berms

Quantity1

Rate-

Amount -

Road K

Quantity1428

Rate-

Amount 155

Road J

Quantity481.5

Rate-

Amount 118.8

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. Filling Box cut for extra widening Portion

Quantity1

Rate-

Amount -

Road B

Quantity82.4

Rate-

Amount 227

Road G

Quantity337.5

Rate-

Amount 69.94

Road C

Quantity14.7

Rate-

Amount 5399

Road F

Quantity339.3

Rate-

Amount 10434.53

Dense Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), 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 I (Table 500-7).

Quantity1

Rate-

Amount -

Road H

Quantity58.2

Rate-

Amount 7978.32

Road D

Quantity15.43

Rate-

Amount 221.9

Road C

Quantity1200

Rate-

Amount 69.95

Road K

Quantity9.2

Rate-

Amount 7978.32

Road C

Quantity97.5

Rate-

Amount 227

Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

Quantity1

Rate-

Amount -

Road A

Quantity3329.8

Rate-

Amount 69.92

Road C

Quantity12.9

Rate-

Amount 7561.68

Road D

Quantity9

Rate-

Amount 402

Road K

Quantity519.56

Rate-

Amount 13358.2

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 G

Quantity8515.7

Rate-

Amount 22.52

Road E

Quantity859.5

Rate-

Amount 118.8

Road C

Quantity84.8

Rate-

Amount 9804

Road F

Quantity318.75

Rate-

Amount 69.93

Road K

Quantity182.5

Rate-

Amount 16.48

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 of Culvert

Quantity1

Rate-

Amount -

Road I

Quantity204.9

Rate-

Amount 10434.53

Road E

Quantity337.5

Rate-

Amount 16.49

Road I

Quantity356.3

Rate-

Amount 16.48

Road I

Quantity74.1

Rate-

Amount 7978.32

Refilling for behind Retaining Wall to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete. MORTH No. 111, 112, 2900

Quantity1

Rate-

Amount -

Add GST at 12%

Quantity1

Rate-

Amount 7693352

Road B

Quantity2261

Rate-

Amount 16.48

Road J

Quantity340

Rate-

Amount 69.92

Road F

Quantity10987

Rate-

Amount 22.51

Road B

Quantity508.8

Rate-

Amount 1483.14

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