Highways Department Tender

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Highways Department Tender

Eprocure

Coimbatore, Tamil Nadu

Opening Date30 Aug 2019

Closing Date1 Oct 2019

Tender Amount₹ 6,20,00,000

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Costs

EMD
₹ 3,20,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2019_HWAY_135910_1
Bid Award Id
View
Tender No
TN.No.4.2019.20.HDO.Dt.27.8.19
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1218.6 kBTendernotice_1.pdf

Tender Notice

BOQ-11.0 MBBOQ_163942.xls

Bill of Quantity

Corrigendum-136.5 kBCorrigendum.pdf

Document-3606.2 kBPQKK25.pdf

Pre Qualification Document Volume I

Document-2408.5 kBPriceBidkk25.pdf

Financial bid document Volume II

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Providing RCC M15 grade pre cast HM stones of standard design as per IRC 26 – 1967 and fixing in position including painting lettering etc., complete

Quantity1

Rate-

Amount -

IV th Year

Quantity803

Rate58699

Amount 73.1

IV th Year

Quantity14850

Rate57915

Amount 3.9

I st Year

Quantity45.6

Rate2854

Amount 62.6

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 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, 504, 900, 3004)

Quantity1

Rate-

Amount -

III rd Year

Quantity36

Rate230

Amount 6.4

Retaining wall

Quantity1

Rate-

Amount -

Road A

Quantity20.16

Rate99335

Amount 4927.36

Viberated Cement Concrete 1:2:4 using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete for above sill level

Quantity1

Rate-

Amount -

II nd Year

Quantity24

Rate153

Amount 6.4

Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

II nd Year

Quantity15

Rate144

Amount 9.6

Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year)

Quantity1

Rate-

Amount -

Painting km & hm Stone and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

II nd Year

Quantity8.96

Rate567

Amount 63.3

Road A

Quantity73.92

Rate10807

Amount 146.2

Painting km & hm Stone and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

III rd Year

Quantity16.92

Rate1059

Amount 62.6

Road E

Quantity10.69

Rate1795

Amount 168

IV th Year

Quantity15

Rate144

Amount 9.6

Road B

Quantity485.7

Rate858329

Amount 1767.2

V th Year

Quantity286

Rate20906

Amount 73.1

I st Year

Quantity43.35

Rate2713

Amount 62.6

Road C

Quantity862.5

Rate63048

Amount 73.1

IV th Year

Quantity4452

Rate17362

Amount 3.9

II nd Year

Quantity16

Rate102

Amount 6.4

II nd Year

Quantity21

Rate134

Amount 6.4

Providing RCC M15 grade pre cast HM stones of standard design as per IRC 26 – 1967 and fixing in position including painting lettering etc., complete

Quantity1

Rate-

Amount -

II nd Year

Quantity803

Rate58699

Amount 73.1

IV th Year

Quantity24

Rate230

Amount 9.6

IV th Year

Quantity482.64

Rate8151

Amount 16.89

Road B

Quantity1942.5

Rate23387

Amount 12.04

IV th Year

Quantity2

Rate1400

Amount 700

Road B

Quantity30.4

Rate190678

Amount 6272.31

V th Year

Quantity18

Rate172

Amount 9.6

Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

II nd Year

Quantity127.2

Rate2009

Amount 15.8

II nd Year

Quantity135

Rate15037

Amount 111.39

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

II nd Year

Quantity12

Rate115

Amount 9.6

I st Year

Quantity1440

Rate5616

Amount 3.9

Road D

Quantity705

Rate5810821

Amount 8242.3

III rd Year

Quantity135

Rate15037

Amount 111.39

II nd Year

Quantity12

Rate76

Amount 6.4

V th Year

Quantity73.89

Rate4625

Amount 62.6

III rd Year

Quantity42

Rate8832

Amount 210.29

IV th Year

Quantity130.41

Rate2060

Amount 15.8

I st Year

Quantity73.71

Rate1164

Amount 15.8

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. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

III rd Year

Quantity127.2

Rate2009

Amount 15.8

Road E

Quantity195

Rate47911

Amount 245.7

V th Year

Quantity64

Rate409

Amount 6.4

Painting km & hm Stone and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

Vibrated Cement Concrete of grade M30 (Design Mix) using 25mm, 12mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab

Quantity1

Rate-

Amount -

IV th Year

Quantity8.96

Rate567

Amount 63.3

Sub Estimate

Quantity1

Rate-

Amount -

III rd Year

Quantity351

Rate39097

Amount 111.39

Road B

Quantity22.3

Rate136194

Amount 6107.38

Total Value put to Tender

Quantity1

Rate-

Amount 61962050

V th Year

Quantity32

Rate307

Amount 9.6

V th Year

Quantity1920

Rate7488

Amount 3.9

IV th Year

Quantity824

Rate91785

Amount 111.39

Providing RCC M15 grade precast KM stones of standard design as per IRC 8 – 1980 and fixing in position including painting lettering etc., complete

Quantity1

Rate-

Amount -

V th Year

Quantity127.58

Rate2015

Amount 15.8

IV th Year

Quantity24

Rate153

Amount 6.4

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, 502, 900)

Quantity1

Rate-

Amount -

Supply and fabrication of Fe – 415 steel with high strength corrosion resistant rebar (TMT Her Grade M) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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.

Quantity1

Rate-

Amount -

II nd Year

Quantity351

Rate39097

Amount 111.39

III rd Year

Quantity16

Rate102

Amount 6.4

II nd Year

Quantity24

Rate230

Amount 9.6

II nd Year

Quantity63

Rate403

Amount 6.4

IV th Year

Quantity32

Rate307

Amount 9.6

IV th Year

Quantity6

Rate57

Amount 9.6

Road A

Quantity337.5

Rate6037

Amount 17.89

IV th Year

Quantity18

Rate172

Amount 9.6

II nd Year

Quantity2

Rate1400

Amount 700

Gravel filling behind the body wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete

Quantity1

Rate-

Amount -

V th Year

Quantity9

Rate73487

Amount 8165.25

Road B

Quantity1108.89

Rate81059

Amount 73.1

IV th Year

Quantity127.2

Rate2009

Amount 15.8

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 -

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.Making Earthen drain (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

IV rh Year

Quantity1

Rate794

Amount 794.64

IV th Year

Quantity16

Rate102

Amount 6.4

I st Year

Quantity4

Rate2800

Amount 700

III rd Year

Quantity21

Rate134

Amount 6.4

IV th Year

Quantity1920

Rate7488

Amount 3.9

III rd Year

Quantity8

Rate5600

Amount 700

I st Year

Quantity2.47

Rate286

Amount 116

V th Year

Quantity12

Rate115

Amount 9.6

II nd Year

Quantity36.72

Rate2324

Amount 63.3

I st Year

Quantity127.58

Rate2015

Amount 15.8

V th Year

Quantity15

Rate144

Amount 9.6

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

Road C

Quantity304.5

Rate6211

Amount 20.4

V th Year

Quantity267

Rate29741

Amount 111.39

Painting over Iron surface and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

III rd Year

Quantity558

Rate62155

Amount 111.39

III rd Year

Quantity6

Rate57

Amount 9.6

Painting over Iron surface and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

III rd Year

Quantity21

Rate134

Amount 6.4

Road A

Quantity3396.4

Rate40892

Amount 12.04

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, 502, 900)

Quantity1

Rate-

Amount -

II nd Year

Quantity18

Rate172

Amount 9.6

I st Year

Quantity1

Rate700

Amount 700

Road D

Quantity5458

Rate398979

Amount 73.1

II nd Year

Quantity1.96

Rate227

Amount 116

I st Year

Quantity1920

Rate7488

Amount 3.9

I st Year

Quantity64

Rate409

Amount 6.4

IV th Year

Quantity21

Rate134

Amount 6.4

III rd Year

Quantity15

Rate144

Amount 9.6

Road E

Quantity22.49

Rate149460

Amount 6645.65

Viberated Cement Concrete 1:2:4 using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete for foundation.

Quantity1

Rate-

Amount -

I st Year

Quantity3

Rate736

Amount 245.54

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

Road C

Quantity14000

Rate236460

Amount 16.89

IV th Year

Quantity558

Rate62155

Amount 111.39

Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

I st Year

Quantity73.89

Rate4625

Amount 62.6

Road D

Quantity750

Rate46102

Amount 61.47

Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year)

Quantity1

Rate-

Amount -

Ii st Year

Quantity1

Rate794

Amount 794.64

Add GST at 12%

Quantity1

Rate-

Amount 6638791

Painting over Iron surface and as directed by the departmental officers etc Complete.

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 -

V th Year

Quantity1440

Rate5616

Amount 3.9

IV th Year

Quantity15

Rate144

Amount 9.6

III rd Year

Quantity14850

Rate57915

Amount 3.9

I st Year

Quantity32

Rate307

Amount 9.6

Providing RCC M15 grade precast KM stones of standard design as per IRC 8 – 1980 and fixing in position including painting lettering etc., complete

Quantity1

Rate-

Amount -

IV th Year

Quantity12

Rate115

Amount 9.6

V th Year

Quantity14850

Rate57915

Amount 3.9

I st Year

Quantity286

Rate20906

Amount 73.1

V th Year

Quantity15

Rate144

Amount 9.6

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

IV th Year

Quantity135

Rate15037

Amount 111.39

II nd Year

Quantity1

Rate700

Amount 700

III rd Year

Quantity130.41

Rate2060

Amount 15.8

V th Year

Quantity4452

Rate17362

Amount 3.9

Road E

Quantity107.31

Rate690227

Amount 6432.09

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

I st Year

Quantity10.8

Rate683

Amount 63.3

II nd Year

Quantity441.72

Rate6979

Amount 15.8

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 -

Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year)

Quantity1

Rate-

Amount -

Road B

Quantity5014.4

Rate84643

Amount 16.88

III rd Year

Quantity4464

Rate17409

Amount 3.9

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 55323259

V th Year

Quantity2.47

Rate286

Amount 116

V th Year

Quantity21

Rate134

Amount 6.4

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, 504, 900)

Quantity1

Rate-

Amount -

Road E

Quantity526.5

Rate9419

Amount 17.89

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, 502, 900)

Quantity1

Rate-

Amount -

Total Value of Quoted Amount Including 12% of GST

Quantity1

Rate-

Amount -

III rd Year

Quantity5.49

Rate636

Amount 116

II nd Year

Quantity16.92

Rate1059

Amount 62.6

IV th Year

Quantity73.71

Rate1164

Amount 15.8

II nd Year

Quantity1920

Rate7488

Amount 3.9

Road D

Quantity250

Rate3247

Amount 12.99

II nd Year

Quantity6

Rate57

Amount 9.6

Road E

Quantity27.3

Rate131869

Amount 4830.39

Road A

Quantity1974.13

Rate144308

Amount 73.1

Painting over Iron surface and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

I st Year

Quantity32

Rate307

Amount 9.6

V th Year

Quantity40

Rate256

Amount 6.4

I st Year

Quantity24

Rate230

Amount 9.6

Road A

Quantity52.67

Rate12941

Amount 245.7

V th Year

Quantity5.49

Rate636

Amount 116

IV th Year

Quantity64

Rate409

Amount 6.4

III rd Year

Quantity4

Rate2800

Amount 700

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.Making up berms usingbox cut earth (Morth No. 112, 301, 305, 900)

Quantity1

Rate-

Amount -

V th Year

Quantity824

Rate91785

Amount 111.39

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, 502, 900)

Quantity1

Rate-

Amount -

Road E

Quantity877.5

Rate64145

Amount 73.1

III rd Year

Quantity2

Rate491

Amount 245.54

Earth work Excavation in all classes of soils except rock classification and deposting on bank with all leads and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam whereever necessary for dressing the bed below sill level etc., complete as per standard specification for foundation.

Quantity1

Rate-

Amount -

I st Year

Quantity1

Rate794

Amount 794.64

IV th Year

Quantity315

Rate5317

Amount 16.88

Road A

Quantity849.1

Rate1245629

Amount 1467

II nd Year

Quantity32

Rate307

Amount 9.6

III rd Year

Quantity1

Rate794

Amount 794.64

IV th Year

Quantity63

Rate403

Amount 6.4

Road B

Quantity5.36

Rate1316

Amount 245.7

Road B

Quantity231.1

Rate1817952

Amount 7866.52

UPKEEING ROAD E

Quantity1

Rate-

Amount -

Road E

Quantity15.04

Rate2198

Amount 146.2

Gravel filling using good gritty gravel including cost and conveyance to site, including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete

Quantity1

Rate-

Amount -

V th Year

Quantity16

Rate131050

Amount 8190.65

II nd Year

Quantity36

Rate230

Amount 6.4

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour equipment and all incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting, shoring, bracing and their subsequent removal. Removal of all logs, stumps grubs and other deleterious matter and obstruction, trimming bottom of excavation, back filling, and clearing the site and disposal of all surplus material etc., complete as per relevant standard specification for foundation.

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 -

III rd Year

Quantity4.82

Rate559

Amount 116

Painting of Trees and Electric Poles and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

Road B

Quantity951.4

Rate19408

Amount 20.4

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. Making earthen Drain (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

III rd Year

Quantity118.8

Rate7436

Amount 62.6

Road E

Quantity351

Rate7160

Amount 20.4

V th Year

Quantity4464

Rate17409

Amount 3.9

III rd Year

Quantity803

Rate58699

Amount 73.1

V th Year

Quantity803

Rate58699

Amount 73.1

Road A

Quantity300

Rate21930

Amount 73.1

V th Year

Quantity4.82

Rate559

Amount 116

IV th Year

Quantity12

Rate8400

Amount 700

V th Year

Quantity118.8

Rate7436

Amount 62.6

V th Year

Quantity21

Rate134

Amount 6.4

IV th Year

Quantity286

Rate20906

Amount 73.1

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

Vibrated Cement concrete in M-15 using ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Parapet

Quantity1

Rate-

Amount -

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 deposting 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 standard specifications.

Quantity1

Rate-

Amount -

I st Year

Quantity15

Rate144

Amount 9.6

Road B

Quantity7.43

Rate1248

Amount 168

IV th Year

Quantity1.96

Rate227

Amount 116

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification b)Dismantlting stone masonry (Morth No. 111, 112, 202)

Quantity1

Rate-

Amount -

V th Year

Quantity2

Rate1400

Amount 700

IV th Year

Quantity528.75

Rate8930

Amount 16.89

II nd Year

Quantity267

Rate29741

Amount 111.39

V th Year

Quantity32

Rate307

Amount 9.6

III rd Year

Quantity12

Rate8400

Amount 700

IV th Year

Quantity189

Rate3190

Amount 16.88

V th Year

Quantity63

Rate403

Amount 6.4

V th Year

Quantity36.72

Rate2324

Amount 63.3

III rd Year

Quantity1920

Rate7488

Amount 3.9

IV th Year

Quantity14.48

Rate117316

Amount 8101.97

III rd Year

Quantity32

Rate307

Amount 9.6

I st Year

Quantity40

Rate256

Amount 6.4

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. Making earthen Drain (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

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 I 75mm thick (Morth No. 111, 112, 501, 505, 900)

Quantity1

Rate-

Amount -

V th Year

Quantity21

Rate170745

Amount 8130.73

IV th Year

Quantity36.72

Rate2324

Amount 63.3

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

Road B

Quantity7.5

Rate36757

Amount 4901.03

I st Year

Quantity130.41

Rate2060

Amount 15.8

IV th Year

Quantity2

Rate491

Amount 245.54

Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

II nd Year

Quantity66

Rate4824

Amount 73.1

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. Making earthen Drain (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

III rd Year

Quantity18

Rate172

Amount 9.6

IV th Year

Quantity21

Rate134

Amount 6.4

I st Year

Quantity14850

Rate57915

Amount 3.9

Road A

Quantity42

Rate7257

Amount 172.8

Differnce Amount (Excess/Less)

Quantity1

Rate-

Amount -

Providing RCC M15 grade pre cast HM stones of standard design as per IRC 26 – 1967 and fixing in position including painting lettering etc., complete

Quantity1

Rate-

Amount -

IV th Year

Quantity118.8

Rate7436

Amount 62.6

III rd Year

Quantity32

Rate307

Amount 9.6

II nd Year

Quantity14850

Rate57915

Amount 3.9

Road B

Quantity157.5

Rate2817

Amount 17.89

I st Year

Quantity253

Rate18494

Amount 73.1

III rd Year

Quantity36.72

Rate2324

Amount 63.3

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. disposal of cut earth with a lead of 2 Km (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

II nd Year

Quantity13.5

Rate854

Amount 63.3

IV th Year

Quantity2.47

Rate286

Amount 116

III rd Year

Quantity2

Rate1400

Amount 700

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

II nd Year

Quantity8

Rate5600

Amount 700

V th Year

Quantity73.71

Rate1164

Amount 15.8

V th Year

Quantity4

Rate2800

Amount 700

III rd Year

Quantity2.47

Rate286

Amount 116

Road E

Quantity12.5

Rate2462

Amount 197

V th Year

Quantity1.96

Rate227

Amount 116

I st Year

Quantity66

Rate4824

Amount 73.1

III rd Year

Quantity824

Rate91785

Amount 111.39

I st Year

Quantity267

Rate29741

Amount 111.39

Painting of Trees and Electric Poles and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification c)Dismantling plain concrete (Morth No. 111, 112, 202)

Quantity1

Rate-

Amount -

II nd Year

Quantity253

Rate18494

Amount 73.1

IV th Year

Quantity42

Rate8832

Amount 210.29

III rd Year

Quantity1.96

Rate227

Amount 116

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 -

Painting km & hm Stone and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

I st Year

Quantity13.5

Rate854

Amount 63.3

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. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

III rd Year

Quantity63

Rate403

Amount 6.4

Sub Estimate

Quantity1

Rate-

Amount -

II nd Year

Quantity40

Rate256

Amount 6.4

II nd Year

Quantity130.41

Rate2060

Amount 15.8

I st Year

Quantity8

Rate5600

Amount 700

IV th Year

Quantity5.49

Rate636

Amount 116

V th Year

Quantity26.44

Rate214018

Amount 8094.49

IV th Year

Quantity4

Rate2800

Amount 700

II nd Year

Quantity4.82

Rate559

Amount 116

II nd Year

Quantity2.47

Rate286

Amount 116

UPKEEING ROAD C

Quantity1

Rate-

Amount -

V th Year

Quantity441.72

Rate6979

Amount 15.8

Road E

Quantity1.69

Rate488

Amount 289

IV th Year

Quantity40

Rate256

Amount 6.4

IV th Year

Quantity66

Rate4824

Amount 73.1

I st Year

Quantity127.2

Rate2009

Amount 15.8

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

I st Year

Quantity36.72

Rate2324

Amount 63.3

Road E

Quantity10

Rate1728

Amount 172.8

IV th Year

Quantity70

Rate5117

Amount 73.1

III rd Year

Quantity64

Rate409

Amount 6.4

Painting of Trees and Electric Poles and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

III rd Year

Quantity286

Rate20906

Amount 73.1

III rd Year

Quantity127.58

Rate2015

Amount 15.8

Road B

Quantity2.5

Rate9250

Amount 3700

III rd Year

Quantity1440

Rate5616

Amount 3.9

I st Year

Quantity21

Rate134

Amount 6.4

I st Year

Quantity6

Rate57

Amount 9.6

Road B

Quantity278.28

Rate2364790

Amount 8497.88

II nd Year

Quantity40

Rate256

Amount 6.4

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 50mm thick (Morth No. 111, 112, 501, 505, 900)

Quantity1

Rate-

Amount -

V th Year

Quantity16.92

Rate1059

Amount 62.6

IV th Year

Quantity4464

Rate17409

Amount 3.9

V th Year

Quantity804.4

Rate13586

Amount 16.89

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

Quantity-

Rate-

Amount -

III rd Year

Quantity73.71

Rate1164

Amount 15.8

V th Year

Quantity42

Rate8832

Amount 210.29

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. Making earthen Drain (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

Gravel filling behind the body wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete

Quantity1

Rate-

Amount -

II nd Year

Quantity43.35

Rate2713

Amount 62.6

UPKEEING ROAD D

Quantity1

Rate-

Amount -

V th Year

Quantity12

Rate8400

Amount 700

IV th Year

Quantity4.82

Rate559

Amount 116

Road A

Quantity164.59

Rate24063

Amount 146.2

IV th Year

Quantity40

Rate256

Amount 6.4

I st Year

Quantity16

Rate102

Amount 6.4

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

IV th Year

Quantity2

Rate491

Amount 245.54

Supply of NP 3 class RCC 1000mm dia pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 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

Rate-

Amount -

I st Year

Quantity351

Rate39097

Amount 111.39

IV th Year

Quantity2.77

Rate321

Amount 116

Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

I st Year

Quantity558

Rate62155

Amount 111.39

IV th Year

Quantity32

Rate307

Amount 9.6

I st Year

Quantity12

Rate115

Amount 9.6

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

Road A

Quantity7157

Rate120810

Amount 16.88

II nd Year

Quantity4464

Rate17409

Amount 3.9

III rd Year

Quantity43.35

Rate2713

Amount 62.6

IV th Year

Quantity3

Rate736

Amount 245.54

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 -

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

Road A

Quantity373.61

Rate2733005

Amount 7315.13

I st Year

Quantity135

Rate15037

Amount 111.39

Box culvert

Quantity1

Rate-

Amount -

Ii st Year

Quantity1

Rate794

Amount 794.64

Road B

Quantity320

Rate23392

Amount 73.1

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain

Quantity1

Rate-

Amount -

I st Year

Quantity12

Rate76

Amount 6.4

I st Year

Quantity36

Rate230

Amount 6.4

IV th Year

Quantity253

Rate18494

Amount 73.1

Road A

Quantity44.8

Rate22303

Amount 497.85

Providing RCC M15 grade precast KM stones of standard design as per IRC 8 – 1980 and fixing in position including painting lettering etc., complete

Quantity1

Rate-

Amount -

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

IV th Year

Quantity43.35

Rate2713

Amount 62.6

I st Year

Quantity16.92

Rate1059

Amount 62.6

I st Year

Quantity1

Rate794

Amount 794.64

II nd Year

Quantity64

Rate409

Amount 6.4

Road A

Quantity34.4

Rate210966

Amount 6132.74

V th Year

Quantity22.08

Rate1397

Amount 63.3

V th Year

Quantity525

Rate8862

Amount 16.88

II nd Year

Quantity73.71

Rate1164

Amount 15.8

V th Year

Quantity135

Rate15037

Amount 111.39

V th Year

Quantity700

Rate11823

Amount 16.89

I st Year

Quantity441.72

Rate6979

Amount 15.8

Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

II nd Year

Quantity32

Rate307

Amount 9.6

V th Year

Quantity127.2

Rate2009

Amount 15.8

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

V th Year

Quantity253

Rate18494

Amount 73.1

III rd Year

Quantity13.5

Rate854

Amount 63.3

IV th Year

Quantity420

Rate7093

Amount 16.89

Road B

Quantity1942.5

Rate119347

Amount 61.44

III rd Year

Quantity40

Rate256

Amount 6.4

Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year)

Quantity1

Rate-

Amount -

V th Year

Quantity8

Rate5600

Amount 700

Road A

Quantity15.38

Rate107884

Amount 7014.61

Road D

Quantity750

Rate9037

Amount 12.05

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, 502, 900)

Quantity1

Rate-

Amount -

Road E

Quantity10.07

Rate48642

Amount 4830.39

Painting over Iron surface and as directed by the departmental officers etc Complete.

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 -

II nd Year

Quantity4

Rate2800

Amount 700

Hoisting and Fixing of 1000 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

Quantity4.65

Rate324799

Amount 69849.37

I st Year

Quantity1.96

Rate227

Amount 116

IV th Year

Quantity1440

Rate5616

Amount 3.9

II nd Year

Quantity12

Rate8400

Amount 700

Road D

Quantity67.49

Rate407598

Amount 6039.39

Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

Road D

Quantity112.5

Rate198810

Amount 1767.2

Road A

Quantity422.14

Rate3587295

Amount 8497.88

Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

V th Year

Quantity6

Rate57

Amount 9.6

V th Year

Quantity70

Rate5117

Amount 73.1

II nd Year

Quantity286

Rate20906

Amount 73.1

IV th Year

Quantity22.08

Rate1397

Amount 63.3

II nd Year

Quantity2.77

Rate321

Amount 116

V th Year

Quantity16

Rate102

Amount 6.4

Road E

Quantity100.1

Rate14634

Amount 146.2

III rd Year

Quantity267

Rate29741

Amount 111.39

I st Year

Quantity12

Rate8400

Amount 700

II nd Year

Quantity45.6

Rate2854

Amount 62.6

I st Year

Quantity824

Rate91785

Amount 111.39

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

Road C

Quantity558

Rate9982

Amount 17.89

II nd Year

Quantity10.8

Rate683

Amount 63.3

I st Year

Quantity2

Rate1400

Amount 700

Viberated Cement Concrete 1:2:4 using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete for above sill level

Quantity1

Rate-

Amount -

III rd Year

Quantity40

Rate256

Amount 6.4

II nd Year

Quantity3

Rate736

Amount 245.54

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

Quantity-

Rate-

Amount -

I st Year

Quantity8.96

Rate567

Amount 63.3

Road B

Quantity476

Rate706669

Amount 1484.6

Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

III rd Year

Quantity2

Rate491

Amount 245.54

I st Year

Quantity24

Rate153

Amount 6.4

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Road D

Quantity168.75

Rate1106304

Amount 6555.88

Clearing the Light jungles including weeding out shrubs bushes, egetables, growth etc., as per spcifications and directions of Engineer in charge (Twice a year)

Quantity1

Rate-

Amount -

Road A

Quantity225.75

Rate55466

Amount 245.7

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 -

I st Year

Quantity12

Rate115

Amount 9.6

III rd Year

Quantity66

Rate4824

Amount 73.1

V th Year

Quantity8.96

Rate567

Amount 63.3

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. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

I st Year

Quantity2

Rate491

Amount 245.54

V th Year

Quantity130.41

Rate2060

Amount 15.8

Road C

Quantity700

Rate4589116

Amount 6555.88

Road C

Quantity560

Rate4685620

Amount 8367.18

Road A

Quantity849.1

Rate1500529

Amount 1767.2

V th Year

Quantity558

Rate62155

Amount 111.39

UPKEEING ROAD A

Quantity1

Rate-

Amount -

III rd Year

Quantity253

Rate18494

Amount 73.1

III rd Year

Quantity4452

Rate17362

Amount 3.9

I st Year

Quantity1.96

Rate227

Amount 116

V th Year

Quantity881.25

Rate14884

Amount 16.89

I st Year

Quantity22.08

Rate1397

Amount 63.3

Pipe Culvert

Quantity1

Rate-

Amount -

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. Making earthen Drain (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

V th Year

Quantity40

Rate256

Amount 6.4

Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX

Quantity1

Rate-

Amount -

Road E

Quantity31.63

Rate191273

Amount 6047.21

Road E

Quantity16088

Rate271726

Amount 16.89

Cleaning the Centre median and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

V th Year

Quantity12

Rate76

Amount 6.4

V th Year

Quantity2.77

Rate321

Amount 116

III rd Year

Quantity15

Rate144

Amount 9.6

Road E

Quantity12.5

Rate46250

Amount 3700

II nd Year

Quantity73.89

Rate4625

Amount 62.6

Road B

Quantity213.67

Rate1563023

Amount 7315.13

I st Year

Quantity118.8

Rate7436

Amount 62.6

IV th Year

Quantity127.58

Rate2015

Amount 15.8

III rd Year

Quantity70

Rate5117

Amount 73.1

V th Year

Quantity24

Rate153

Amount 6.4

I st Year

Quantity15

Rate144

Amount 9.6

V th Year

Quantity66

Rate4824

Amount 73.1

II nd Year

Quantity127.58

Rate2015

Amount 15.8

I st Year

Quantity4452

Rate17362

Amount 3.9

V th Year

Quantity12

Rate115

Amount 9.6

Road B

Quantity42.69

Rate6241

Amount 146.2

IV th Year

Quantity267

Rate29741

Amount 111.39

Road D

Quantity1986.75

Rate221304

Amount 111.39

I st Year

Quantity4464

Rate17409

Amount 3.9

V th Year

Quantity13.5

Rate854

Amount 63.3

IV th Year

Quantity15.86

Rate128378

Amount 8094.49

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

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. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

Road A

Quantity3396.4

Rate208708

Amount 61.45

IV th Year

Quantity73.89

Rate4625

Amount 62.6

III rd Year

Quantity12

Rate115

Amount 9.6

I st Year

Quantity70

Rate5117

Amount 73.1

Vibrated Cement concrete in M-15 using ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation.

Quantity1

Rate-

Amount -

IV th Year

Quantity1

Rate700

Amount 700

I st Year

Quantity1

Rate794

Amount 794.64

II nd Year

Quantity42

Rate8832

Amount 210.29

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 -

II nd Year

Quantity12

Rate115

Amount 9.6

Lettering (Assume each KM stone have 10 letters of 5cm height)

Quantity1

Rate-

Amount -

Road A

Quantity52.92

Rate466399

Amount 8813.29

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 -

IV th Year

Quantity6

Rate48991

Amount 8165.25

III rd Year

Quantity22.08

Rate1397

Amount 63.3

V th Year

Quantity43.35

Rate2713

Amount 62.6

IV th Year

Quantity8

Rate5600

Amount 700

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, 502, 900)

Quantity1

Rate-

Amount -

Lettering (Assume each KM stone have 15 letters of 5cm height)

Quantity1

Rate-

Amount -

II nd Year

Quantity22.08

Rate1397

Amount 63.3

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 box cutting. (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

III rd Year

Quantity3

Rate736

Amount 245.54

II nd Year

Quantity118.8

Rate7436

Amount 62.6

Basic cost of value put to tender as per Estimate

Quantity-

Rate55323259

Amount -

V th Year

Quantity24

Rate230

Amount 9.6

V th Year

Quantity351

Rate39097

Amount 111.39

Viberated Cement Concrete 1:2:4 using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete for foundation.

Quantity1

Rate-

Amount -

I st Year

Quantity42

Rate8832

Amount 210.29

Painting of Trees and Electric Poles and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

IV th Year

Quantity13.5

Rate854

Amount 63.3

Road A

Quantity24.51

Rate120962

Amount 4935.21

IV th Year

Quantity10.8

Rate683

Amount 63.3

III rd Year

Quantity12

Rate76

Amount 6.4

III rd Year

Quantity24

Rate153

Amount 6.4

Earth work Excavation in all classes of soils except rock classification and deposting on bank with all leads and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam whereever necessary for dressing the bed below sill level etc., complete as per standard specification for foundation.

Quantity1

Rate-

Amount -

III rd Year

Quantity2.77

Rate321

Amount 116

Road E

Quantity804.4

Rate5273549

Amount 6555.88

Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

Road A

Quantity96.25

Rate614357

Amount 6382.94

III rd Year

Quantity12

Rate115

Amount 9.6

II nd Year

Quantity4452

Rate17362

Amount 3.9

IV th Year

Quantity9

Rate73715

Amount 8190.65

I st Year

Quantity4.82

Rate559

Amount 116

Road B

Quantity2.03

Rate586

Amount 289

IV th Year

Quantity45.6

Rate2854

Amount 62.6

II nd Year

Quantity15

Rate144

Amount 9.6

II nd Year

Quantity2

Rate491

Amount 245.54

III rd Year

Quantity6

Rate57

Amount 9.6

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(using plastic waste) (Morth No. 111, 112, 501, 507,900)

Quantity1

Rate-

Amount -

II nd Year

Quantity1440

Rate5616

Amount 3.9

III rd Year

Quantity73.89

Rate4625

Amount 62.6

I st Year

Quantity803

Rate58699

Amount 73.1

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, 502, 900)

Quantity1

Rate-

Amount -

Road D

Quantity16875

Rate285018

Amount 16.89

II nd Year

Quantity70

Rate5117

Amount 73.1

Road E

Quantity482.64

Rate4038335

Amount 8367.18

I st Year

Quantity2

Rate491

Amount 245.54

V th Year

Quantity36

Rate230

Amount 6.4

III rd Year

Quantity8.96

Rate567

Amount 63.3

II nd Year

Quantity6

Rate57

Amount 9.6

Road E

Quantity26.85

Rate6597

Amount 245.7

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.Making up berms using carted earth with an average lead of 3km (Morth No. 112, 301, 305, 900)

Quantity1

Rate-

Amount -

UPKEEING ROAD B

Quantity1

Rate-

Amount -

IV th Year

Quantity351

Rate39097

Amount 111.39

I st Year

Quantity40

Rate256

Amount 6.4

IV th Year

Quantity441.72

Rate6979

Amount 15.8

V th Year

Quantity24.13

Rate195500

Amount 8101.97

Road A

Quantity302.75

Rate2381588

Amount 7866.52

IV th Year

Quantity6

Rate57

Amount 9.6

III rd Year

Quantity441.72

Rate6979

Amount 15.8

Road A

Quantity1636.7

Rate33388

Amount 20.4

II nd Year

Quantity5.49

Rate636

Amount 116

V th Year

Quantity1

Rate700

Amount 700

IV th Year

Quantity12

Rate76

Amount 6.4

V th Year

Quantity6

Rate57

Amount 9.6

Add GST at 12% of of Quoted Amount

Quantity1

Rate-

Amount -

II nd Year

Quantity2

Rate491

Amount 245.54

V th Year

Quantity10.8

Rate683

Amount 63.3

IV th Year

Quantity16.92

Rate1059

Amount 62.6

Painting km & hm Stone and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

V th Year

Quantity45.6

Rate2854

Amount 62.6

V th Year

Quantity315

Rate5317

Amount 16.88

Road B

Quantity2.5

Rate492

Amount 197

III rd Year

Quantity24

Rate230

Amount 9.6

III rd Year

Quantity10.8

Rate683

Amount 63.3

Road C

Quantity20.13

Rate122229

Amount 6071.99

IV th Year

Quantity36

Rate230

Amount 6.4

IV th Year

Quantity12

Rate115

Amount 9.6

I st Year

Quantity5.49

Rate636

Amount 116

Painting of Trees and Electric Poles and as directed by the departmental officers etc Complete.

Quantity1

Rate-

Amount -

III rd Year

Quantity45.6

Rate2854

Amount 62.6

III rd Year

Quantity1

Rate700

Amount 700

IV th Year

Quantity12.6

Rate102447

Amount 8130.73

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. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

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