Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Virudhunagar, Tamil Nadu

Opening Date8 Feb 2024

Closing Date14 Feb 2024

Tender AmountRefer Documents

Email

Download

Costs

EMD
₹ 3,40,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tnv 119 Government Road Of Sivakasi H C And M Sub Division

Description

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Contact

Tender Id
2024_HWAY_421282_1
Bid Award Id
View
Tender No
TN NO.51/2023-24/D1, Dt 22.01.2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1319.8 kBTendernotice_1.pdf

Notice

BOQ-1925.2 kBBOQ_500785.xls

BOQ

Document-31.3 MBPB.pdf

PB

Document-2780.7 kBPQ.pdf

PQ

Document-154.5 kBTender_Detail_2024...Tender_Detail_2024_HWAY_421282_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD A

Quantity45

Rate19890

Amount 442

ROAD B

Quantity69.75

Rate30829

Amount 442

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.

Quantity-

Rate-

Amount -

ROAD A

Quantity158.34

Rate17742

Amount 112.05

ROAD H

Quantity56.98

Rate6384

Amount 112.05

ROAD D

Quantity55.77

Rate6249

Amount 112.05

ROAD C

Quantity53.59

Rate6004

Amount 112.05

ROAD B

Quantity276.24

Rate30952

Amount 112.05

Filling under the box culvert with quarry fine dust including cost and conveyanve of sand 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 incidential charges etc., complete for FILLING under the Box and Apron

Quantity-

Rate-

Amount -

ROAD B

Quantity41.44

Rate64365

Amount 1553.21

Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT

Quantity-

Rate-

Amount -

ROAD A

Quantity21.33

Rate128132

Amount 6007.15

ROAD H

Quantity6.32

Rate38330

Amount 6065

ROAD D

Quantity6.32

Rate37880

Amount 5993.71

ROAD C

Quantity6.32

Rate37455

Amount 5926.48

ROAD B

Quantity20.72

Rate112231

Amount 5416.59

Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOTTOM SLAB OF BOX CULVERT.

Quantity-

Rate-

Amount -

ROAD A

Quantity68.7

Rate597563

Amount 8698.16

ROAD H

Quantity16.56

Rate149110

Amount 9004.28

ROAD D

Quantity16.56

Rate147930

Amount 8932.98

ROAD C

Quantity16.56

Rate146816

Amount 8865.75

ROAD B

Quantity73.98

Rate642805

Amount 8688.91

Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BODY WALL OF BOX CULVERT.

Quantity-

Rate-

Amount -

ROAD A

Quantity23.11

Rate247758

Amount 10720.82

ROAD H

Quantity11.09

Rate147873

Amount 13333.97

ROAD D

Quantity11.09

Rate147083

Amount 13262.67

ROAD C

Quantity11.09

Rate146337

Amount 13195.44

ROAD B

Quantity44.74

Rate543151

Amount 12140.17

Vibrated Cement Concrete M25 Grade using 20mm 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 TOP SLAB OF BOX CULVERT.

Quantity-

Rate-

Amount -

ROAD A

Quantity70.07

Rate732849

Amount 10458.82

ROAD H

Quantity11.35

Rate120105

Amount 10582

ROAD D

Quantity11.35

Rate119296

Amount 10510.7

ROAD C

Quantity11.35

Rate118533

Amount 10443.47

ROAD B

Quantity73.98

Rate802546

Amount 10848.16

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.

Quantity-

Rate-

Amount -

ROAD A

Quantity12.63

Rate1197093

Amount 94804.27

ROAD H

Quantity2.66

Rate251894

Amount 94804.27

ROAD D

Quantity2.66

Rate251894

Amount 94804.27

ROAD C

Quantity2.66

Rate251894

Amount 94804.27

ROAD B

Quantity13.99

Rate1326311

Amount 94804.27

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 Parapet.

Quantity-

Rate-

Amount -

ROAD A

Quantity6.18

Rate43552

Amount 7047.32

ROAD H

Quantity1.28

Rate9094

Amount 7105.17

ROAD D

Quantity1.28

Rate9003

Amount 7033.88

ROAD C

Quantity1.28

Rate8917

Amount 6966.65

ROAD B

Quantity5.29

Rate69313

Amount 13102.68

Providing and laying of TACK COAT over Cement Concrete surface using 3.00Kg of Bitumen emulsion RS1 per 10Sqm for the preparatory of another bituminous construction over it including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev - 5

Quantity-

Rate-

Amount -

ROAD A

Quantity125.03

Rate2393

Amount 19.14

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for WEARING COAT OF 75mm uniform thickness over deck slab and approach slab

Quantity-

Rate-

Amount -

ROAD B

Quantity118.69

Rate71827

Amount 605.17

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

Quantity-

Rate-

Amount -

ROAD A

Quantity16.27

Rate98871

Amount 6076.95

ROAD H

Quantity13.66

Rate83801

Amount 6134.8

ROAD D

Quantity12.91

Rate78279

Amount 6063.51

ROAD C

Quantity11.44

Rate68597

Amount 5996.28

Providing and fixing of Galvinised Iron drainage spots 100mm dia as per most drawing SD/205 with grading arrangements at top as shown in the drawing using 12mmX25mm flats for grating arrangements , and 100mm dia drainage spout projecting beyond the bottom of deck as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixinf them in postion etc., complete

Quantity-

Rate-

Amount -

ROAD B

Quantity4

Rate9084

Amount 2271

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL

Quantity-

Rate-

Amount -

ROAD A

Quantity4.57

Rate35713

Amount 7814.69

ROAD H

Quantity5.99

Rate45824

Amount 7650.11

ROAD D

Quantity6.17

Rate45721

Amount 7410.37

ROAD C

Quantity5.24

Rate39515

Amount 7541.03

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL

Quantity-

Rate-

Amount -

ROAD A

Quantity10.76

Rate106317

Amount 9880.8

ROAD H

Quantity17.33

Rate164535

Amount 9494.23

ROAD D

Quantity16.55

Rate154006

Amount 9305.52

ROAD C

Quantity15.18

Rate142535

Amount 9389.67

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.

Quantity-

Rate-

Amount -

ROAD A

Quantity621.62

Rate119692

Amount 192.55

ROAD H

Quantity382.68

Rate73685

Amount 192.55

ROAD D

Quantity382.68

Rate73685

Amount 192.55

ROAD C

Quantity382.68

Rate73685

Amount 192.55

ROAD B

Quantity1074.36

Rate206868

Amount 192.55

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.

Quantity-

Rate-

Amount -

ROAD A

Quantity187.5

Rate36294

Amount 193.57

ROAD H

Quantity116.25

Rate22502

Amount 193.57

ROAD D

Quantity116.25

Rate22502

Amount 193.57

ROAD C

Quantity116.25

Rate22502

Amount 193.57

ROAD B

Quantity310

Rate60006

Amount 193.57

Supply and Hoisting of NP 3 class RCC 1000 mm 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.

Quantity-

Rate-

Amount -

ROAD A

Quantity12.5

Rate51625

Amount 4130

Supply of 1000 mm dia. RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidential charges etc., complete as per standard specifications for DIVERSION ROAD

Quantity-

Rate-

Amount -

ROAD H

Quantity12.5

Rate51625

Amount 4130

ROAD D

Quantity12.5

Rate51625

Amount 4130

ROAD C

Quantity12.5

Rate51625

Amount 4130

ROAD B

Quantity12.5

Rate51625

Amount 4130

Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- V Material

Quantity-

Rate-

Amount -

ROAD A

Quantity43.96

Rate68541

Amount 1559.18

ROAD H

Quantity35.25

Rate54961

Amount 1559.18

ROAD D

Quantity35.25

Rate58063

Amount 1647.18

ROAD C

Quantity35.25

Rate57287

Amount 1625.18

ROAD B

Quantity41.25

Rate67401

Amount 1633.98

Providing and Laying Wet Mix Macadam Base Course in two layers on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer

Quantity-

Rate-

Amount -

ROAD A

Quantity73.26

Rate142914

Amount 1950.79

ROAD H

Quantity58.75

Rate114608

Amount 1950.79

ROAD D

Quantity58.75

Rate114608

Amount 1950.79

ROAD C

Quantity58.75

Rate114608

Amount 1950.79

ROAD B

Quantity68.75

Rate134116

Amount 1950.79

Providing and laying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.

Quantity-

Rate-

Amount -

ROAD A

Quantity293

Rate21998

Amount 75.08

ROAD H

Quantity235

Rate17634

Amount 75.04

ROAD D

Quantity235

Rate17634

Amount 75.04

ROAD C

Quantity235

Rate17636

Amount 75.05

ROAD B

Quantity275

Rate20638

Amount 75.05

Providing and laying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.

Quantity-

Rate-

Amount -

ROAD A

Quantity293

Rate4922

Amount 16.8

ROAD H

Quantity235

Rate3943

Amount 16.78

ROAD D

Quantity235

Rate3943

Amount 16.78

ROAD C

Quantity235

Rate3945

Amount 16.79

ROAD B

Quantity275

Rate4614

Amount 16.78

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).

Quantity-

Rate-

Amount -

ROAD A

Quantity19.55

Rate156810

Amount 8021.02

ROAD H

Quantity11.75

Rate94246

Amount 8021.02

ROAD D

Quantity11.75

Rate94246

Amount 8021.02

ROAD C

Quantity11.75

Rate94246

Amount 8021.02

ROAD B

Quantity13.75

Rate110289

Amount 8021.02

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

Quantity-

Rate-

Amount -

ROAD A

Quantity11.73

Rate120080

Amount 10237.08

ROAD H

Quantity7.05

Rate72171

Amount 10237.08

ROAD D

Quantity7.05

Rate72171

Amount 10237.08

ROAD C

Quantity7.05

Rate72171

Amount 10237.08

ROAD B

Quantity8.25

Rate84455

Amount 10237.08

Earthwork excavation in all classes of soil depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL.

Quantity-

Rate-

Amount -

ROAD I

Quantity64.13

Rate7185

Amount 112.05

ROAD J

Quantity69.67

Rate7806

Amount 112.05

ROAD L

Quantity80.09

Rate8974

Amount 112.05

ROAD E

Quantity131.87

Rate14776

Amount 112.05

ROAD K

Quantity129.18

Rate14474

Amount 112.05

ROAD F

Quantity64.13

Rate7185

Amount 112.05

ROAD G

Quantity64.13

Rate7185

Amount 112.05

Earthwork excavation in all classes of soil depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS AND WINGS.

Quantity-

Rate-

Amount -

ROAD I

Quantity191.13

Rate35750

Amount 187.05

ROAD J

Quantity204.28

Rate38210

Amount 187.05

ROAD L

Quantity259.16

Rate48475

Amount 187.05

ROAD E

Quantity293.6

Rate54917

Amount 187.05

ROAD K

Quantity97.01

Rate18145

Amount 187.05

ROAD F

Quantity191.13

Rate35750

Amount 187.05

ROAD G

Quantity191.13

Rate35750

Amount 187.05

Earthwork excavation in Soft disintegarated rock/ Kangar not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS AND WINGS

Quantity-

Rate-

Amount -

ROAD I

Quantity63.71

Rate15411

Amount 241.9

ROAD J

Quantity68.1

Rate16473

Amount 241.9

ROAD L

Quantity76.23

Rate18440

Amount 241.9

ROAD E

Quantity97.87

Rate23674

Amount 241.9

ROAD K

Quantity291.04

Rate70402

Amount 241.9

ROAD F

Quantity63.71

Rate15411

Amount 241.9

ROAD G

Quantity63.71

Rate15411

Amount 241.9

Cement Concrete M10 using 40mm ISS HBG graded metal as the max.size of Coarse aggregates including Cost & Conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel , but including cost of form work,soft water ,labour charges for mixing ,transporting ,laying,curing concrete working at depths , hire charges for T&P including all other incidential charges etc., complete as per relevant std specification for LEVELLING COURSE BELOW FOOTING OF PIERS.

Quantity-

Rate-

Amount -

ROAD I

Quantity12.75

Rate66329

Amount 5202.32

ROAD J

Quantity13.62

Rate70977

Amount 5211.29

ROAD L

Quantity15.25

Rate78310

Amount 5135.09

ROAD E

Quantity19.58

Rate100545

Amount 5135.09

ROAD F

Quantity12.75

Rate66648

Amount 5227.34

ROAD G

Quantity12.75

Rate66796

Amount 5238.91

Vibrated Cement Concrete of grade M20 Nominal Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS BELOW SILL LEVEL.

Quantity-

Rate-

Amount -

ROAD I

Quantity155.41

Rate1081429

Amount 6958.56

ROAD J

Quantity165.34

Rate1145249

Amount 6926.63

ROAD L

Quantity194.55

Rate1337365

Amount 6874.15

ROAD E

Quantity213.79

Rate1505291

Amount 7040.98

ROAD K

Quantity384.28

Rate2707398

Amount 7045.38

ROAD F

Quantity155.41

Rate1085316

Amount 6983.57

ROAD G

Quantity155.41

Rate1087114

Amount 6995.14

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS AND WINGS ABOVE SILL LEVEL.

Quantity-

Rate-

Amount -

ROAD I

Quantity35.73

Rate325784

Amount 9117.94

ROAD J

Quantity34.55

Rate315065

Amount 9119.13

ROAD L

Quantity33.08

Rate296219

Amount 8954.64

ROAD E

Quantity57.36

Rate507348

Amount 8844.99

ROAD K

Quantity70.49

Rate591263

Amount 8387.91

ROAD F

Quantity35.73

Rate326677

Amount 9142.95

ROAD G

Quantity35.73

Rate327091

Amount 9154.52

Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS

Quantity-

Rate-

Amount -

ROAD I

Quantity4.67

Rate60454

Amount 12945.33

ROAD J

Quantity5.21

Rate69138

Amount 13270.25

ROAD L

Quantity6.3

Rate82860

Amount 13152.42

ROAD E

Quantity9.3

Rate113125

Amount 12164

ROAD K

Quantity10.59

Rate128556

Amount 12139.41

ROAD F

Quantity4.67

Rate60571

Amount 12970.35

ROAD G

Quantity4.67

Rate60625

Amount 12981.92

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 of the backfill IN THE ABUTMENTS AND WINGS.

Quantity-

Rate-

Amount -

ROAD I

Quantity28.8

Rate5112

Amount 177.5

ROAD J

Quantity28.8

Rate5112

Amount 177.5

ROAD L

Quantity28.8

Rate5112

Amount 177.5

ROAD E

Quantity28.8

Rate5112

Amount 177.5

ROAD K

Quantity34.56

Rate6134

Amount 177.5

ROAD F

Quantity28.8

Rate5112

Amount 177.5

ROAD G

Quantity28.8

Rate5112

Amount 177.5

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

ROAD I

Quantity8.86

Rate886

Amount 100

ROAD J

Quantity8.86

Rate886

Amount 100

ROAD L

Quantity10.68

Rate1068

Amount 100

ROAD E

Quantity26.17

Rate2617

Amount 100

ROAD K

Quantity26.22

Rate2622

Amount 100

ROAD F

Quantity8.86

Rate886

Amount 100

ROAD G

Quantity8.86

Rate886

Amount 100

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.

Quantity-

Rate-

Amount -

ROAD I

Quantity51.42

Rate609991

Amount 11862.92

ROAD J

Quantity66.89

Rate769156

Amount 11498.82

ROAD L

Quantity83.53

Rate943140

Amount 11291.04

ROAD E

Quantity154.26

Rate1819603

Amount 11795.69

ROAD K

Quantity144.32

Rate1592063

Amount 11031.48

ROAD F

Quantity51.42

Rate611277

Amount 11887.94

ROAD G

Quantity51.42

Rate611872

Amount 11899.51

Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

ROAD I

Quantity29.75

Rate35790

Amount 1203.04

ROAD J

Quantity29.11

Rate35310

Amount 1213

ROAD L

Quantity33.16

Rate38241

Amount 1153.24

ROAD E

Quantity29.75

Rate34308

Amount 1153.24

ROAD K

Quantity34.5

Rate44003

Amount 1275.46

ROAD F

Quantity29.75

Rate36341

Amount 1221.57

ROAD G

Quantity29.75

Rate36596

Amount 1230.14

FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

ROAD I

Quantity66.23

Rate23269

Amount 351.34

ROAD J

Quantity63.72

Rate22387

Amount 351.34

ROAD L

Quantity79.82

Rate36360

Amount 455.53

ROAD E

Quantity66.23

Rate25954

Amount 391.88

ROAD K

Quantity51.81

Rate18202

Amount 351.34

ROAD F

Quantity66.23

Rate20584

Amount 310.8

ROAD G

Quantity66.23

Rate21479

Amount 324.31

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.

Quantity-

Rate-

Amount -

ROAD I

Quantity19.9

Rate11820

Amount 594

ROAD J

Quantity19.9

Rate11820

Amount 594

ROAD L

Quantity24

Rate14256

Amount 594

ROAD E

Quantity39.8

Rate23641

Amount 594

ROAD K

Quantity38.7

Rate22987

Amount 594

ROAD F

Quantity19.9

Rate11820

Amount 594

ROAD G

Quantity19.9

Rate11820

Amount 594

Supply and fabrication of Fe-500 / Fe 240 STEEL required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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.

Quantity-

Rate-

Amount -

ROAD I

Quantity6.88

Rate652253

Amount 94804.27

ROAD J

Quantity7.78

Rate737577

Amount 94804.27

ROAD L

Quantity8.91

Rate844706

Amount 94804.27

ROAD E

Quantity16.54

Rate1568062

Amount 94804.27

ROAD K

Quantity20.84

Rate1975720

Amount 94804.27

ROAD F

Quantity6.88

Rate652253

Amount 94804.27

ROAD G

Quantity6.88

Rate652253

Amount 94804.27

Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.

Quantity-

Rate-

Amount -

ROAD I

Quantity13

Rate85523

Amount 6578.73

ROAD J

Quantity13

Rate85639

Amount 6587.69

ROAD L

Quantity21.01

Rate134074

Amount 6381.48

ROAD E

Quantity13

Rate84649

Amount 6511.5

ROAD K

Quantity18.12

Rate112234

Amount 6193.98

ROAD F

Quantity13

Rate85848

Amount 6603.74

ROAD G

Quantity13

Rate85999

Amount 6615.31

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.

Quantity-

Rate-

Amount -

ROAD I

Quantity18.27

Rate164222

Amount 8988.62

ROAD J

Quantity18.27

Rate164385

Amount 8997.59

ROAD L

Quantity18.27

Rate162993

Amount 8921.39

ROAD E

Quantity18.27

Rate162993

Amount 8921.39

ROAD K

Quantity36.23

Rate316903

Amount 8747

ROAD F

Quantity18.27

Rate164679

Amount 9013.64

ROAD G

Quantity18.27

Rate164890

Amount 9025.21

VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.

Quantity-

Rate-

Amount -

ROAD I

Quantity115.5

Rate80703

Amount 698.73

ROAD J

Quantity123

Rate86028

Amount 699.42

ROAD L

Quantity123

Rate85312

Amount 693.6

ROAD E

Quantity241.5

Rate167504

Amount 693.6

ROAD K

Quantity277.19

Rate172826

Amount 623.5

ROAD F

Quantity115.5

Rate80923

Amount 700.64

ROAD G

Quantity115.5

Rate81025

Amount 701.52

VRCC M40 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for CRASH BARRIER

Quantity-

Rate-

Amount -

ROAD I

Quantity4.77

Rate72720

Amount 15245.36

ROAD J

Quantity5.34

Rate81331

Amount 15230.62

ROAD L

Quantity4.91

Rate66333

Amount 13509.9

ROAD E

Quantity14.31

Rate215338

Amount 15048.11

ROAD K

Quantity11.02

Rate161552

Amount 14659.9

ROAD F

Quantity4.77

Rate72839

Amount 15270.38

ROAD G

Quantity4.77

Rate72894

Amount 15281.95

VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for HAND RAILS AND POST

Quantity-

Rate-

Amount -

ROAD L

Quantity18.8

Rate29992

Amount 1595.32

Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.

Quantity-

Rate-

Amount -

ROAD I

Quantity6.07

Rate64111

Amount 10562.04

ROAD J

Quantity6.07

Rate64165

Amount 10571

ROAD L

Quantity7.11

Rate72350

Amount 10175.89

ROAD E

Quantity6.07

Rate63703

Amount 10494.81

ROAD K

Quantity6.74

Rate70401

Amount 10445.3

ROAD F

Quantity6.07

Rate64263

Amount 10587.05

ROAD G

Quantity6.07

Rate64333

Amount 10598.62

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete.

Quantity-

Rate-

Amount -

ROAD I

Quantity2

Rate4542

Amount 2271

ROAD J

Quantity2

Rate4542

Amount 2271

ROAD L

Quantity2

Rate4542

Amount 2271

ROAD E

Quantity6

Rate13626

Amount 2271

ROAD K

Quantity4

Rate9084

Amount 2271

ROAD F

Quantity2

Rate4542

Amount 2271

ROAD G

Quantity2

Rate4542

Amount 2271

Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

Quantity-

Rate-

Amount -

ROAD I

Quantity61.76

Rate25920

Amount 419.7

ROAD J

Quantity65.76

Rate27599

Amount 419.7

ROAD L

Quantity98.64

Rate41399

Amount 419.7

ROAD E

Quantity129.12

Rate54191

Amount 419.7

ROAD K

Quantity103.2

Rate43313

Amount 419.7

ROAD F

Quantity61.76

Rate25920

Amount 419.7

ROAD G

Quantity61.76

Rate25920

Amount 419.7

Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic in Causeway

Quantity-

Rate-

Amount -

ROAD I

Quantity18

Rate4633

Amount 257.4

ROAD J

Quantity18

Rate4633

Amount 257.4

ROAD L

Quantity18

Rate4633

Amount 257.4

ROAD E

Quantity33

Rate8494

Amount 257.4

ROAD F

Quantity18

Rate4633

Amount 257.4

ROAD G

Quantity18

Rate4633

Amount 257.4

Dismantling of PCC including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and trafficin Causeway

Quantity-

Rate-

Amount -

ROAD I

Quantity27

Rate11934

Amount 442

ROAD J

Quantity27

Rate11934

Amount 442

ROAD L

Quantity27

Rate11934

Amount 442

ROAD E

Quantity49.5

Rate21879

Amount 442

ROAD K

Quantity45

Rate19890

Amount 442

ROAD F

Quantity27

Rate11934

Amount 442

ROAD G

Quantity27

Rate11934

Amount 442

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compaction.

Quantity-

Rate-

Amount -

ROAD I

Quantity790.23

Rate152158

Amount 192.55

ROAD J

Quantity790.23

Rate152158

Amount 192.55

ROAD L

Quantity790.23

Rate152158

Amount 192.55

ROAD E

Quantity790.23

Rate152158

Amount 192.55

ROAD K

Quantity802.66

Rate154552

Amount 192.55

ROAD F

Quantity790.23

Rate152158

Amount 192.55

ROAD G

Quantity790.23

Rate152158

Amount 192.55

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compaction.

Quantity-

Rate-

Amount -

ROAD I

Quantity232.5

Rate45005

Amount 193.57

ROAD J

Quantity232.5

Rate45005

Amount 193.57

ROAD L

Quantity232.5

Rate45005

Amount 193.57

ROAD E

Quantity232.5

Rate45005

Amount 193.57

ROAD K

Quantity232.5

Rate45005

Amount 193.57

ROAD F

Quantity232.5

Rate45005

Amount 193.57

ROAD G

Quantity232.5

Rate45005

Amount 193.57

Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification for DIVERSION ROAD

Quantity-

Rate-

Amount -

ROAD I

Quantity12.5

Rate51625

Amount 4130

ROAD J

Quantity12.5

Rate51625

Amount 4130

ROAD L

Quantity12.5

Rate51625

Amount 4130

ROAD E

Quantity12.5

Rate51625

Amount 4130

ROAD K

Quantity25

Rate103250

Amount 4130

ROAD F

Quantity12.5

Rate51625

Amount 4130

ROAD G

Quantity12.5

Rate51625

Amount 4130

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 incidential charges etc., complete as per standard specifications as per MORTH Rev.V Clause No.111,112,202,305.4.3 & 501

Quantity-

Rate-

Amount -

ROAD K

Quantity73.33

Rate1457

Amount 19.87

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 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

ROAD I

Quantity42.38

Rate66078

Amount 1559.18

ROAD J

Quantity42.38

Rate66078

Amount 1559.18

ROAD L

Quantity42.38

Rate68129

Amount 1607.58

ROAD E

Quantity42.38

Rate70180

Amount 1655.98

ROAD K

Quantity55

Rate88174

Amount 1603.18

ROAD F

Quantity42.38

Rate68315

Amount 1611.98

ROAD G

Quantity42.38

Rate68315

Amount 1611.98

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 clause406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

Quantity-

Rate-

Amount -

ROAD I

Quantity70.63

Rate137784

Amount 1950.79

ROAD J

Quantity70.63

Rate137784

Amount 1950.79

ROAD L

Quantity70.63

Rate137784

Amount 1950.79

ROAD E

Quantity70.63

Rate137784

Amount 1950.79

ROAD K

Quantity55

Rate107293

Amount 1950.79

ROAD F

Quantity70.63

Rate137784

Amount 1950.79

ROAD G

Quantity70.63

Rate137784

Amount 1950.79

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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

Quantity-

Rate-

Amount -

ROAD I

Quantity282.5

Rate21210

Amount 75.08

ROAD J

Quantity282.5

Rate21210

Amount 75.08

ROAD L

Quantity282.5

Rate21198

Amount 75.04

ROAD E

Quantity282.5

Rate21212

Amount 75.09

ROAD K

Quantity220

Rate16508

Amount 75.04

ROAD F

Quantity282.5

Rate21201

Amount 75.05

ROAD G

Quantity282.5

Rate21201

Amount 75.05

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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

ROAD I

Quantity282.5

Rate4743

Amount 16.79

ROAD J

Quantity282.5

Rate4743

Amount 16.79

ROAD L

Quantity282.5

Rate4740

Amount 16.78

ROAD E

Quantity282.5

Rate4746

Amount 16.8

ROAD K

Quantity220

Rate3691

Amount 16.78

ROAD F

Quantity282.5

Rate4740

Amount 16.78

ROAD G

Quantity282.5

Rate4740

Amount 16.78

Bituminous Macadam (Providing and laying 50mm 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) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

Quantity-

Rate-

Amount -

ROAD I

Quantity14.13

Rate113337

Amount 8021.02

ROAD J

Quantity14.13

Rate113337

Amount 8021.02

ROAD L

Quantity14.13

Rate113337

Amount 8021.02

ROAD E

Quantity14.13

Rate113337

Amount 8021.02

ROAD K

Quantity11

Rate88231

Amount 8021.02

ROAD F

Quantity14.13

Rate113337

Amount 8021.02

ROAD G

Quantity14.13

Rate113337

Amount 8021.02

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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900.

Quantity-

Rate-

Amount -

ROAD I

Quantity8.48

Rate86810

Amount 10237.08

ROAD J

Quantity8.48

Rate86810

Amount 10237.08

ROAD L

Quantity8.48

Rate86810

Amount 10237.08

ROAD E

Quantity8.48

Rate86810

Amount 10237.08

ROAD K

Quantity6.6

Rate67564

Amount 10237.08

ROAD F

Quantity8.48

Rate86810

Amount 10237.08

ROAD G

Quantity8.48

Rate86810

Amount 10237.08

Earthwork excavation in all classes of soil depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALL

Quantity-

Rate-

Amount -

ROAD I

Quantity37.5

Rate4201

Amount 112.05

ROAD J

Quantity24.38

Rate2731

Amount 112.05

ROAD E

Quantity63.75

Rate7143

Amount 112.05

ROAD F

Quantity146.25

Rate16387

Amount 112.05

ROAD G

Quantity97.5

Rate10924

Amount 112.05

ROAD L

Quantity120

Rate13446

Amount 112.05

Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOUNDATION OF RETAINING WALL

Quantity-

Rate-

Amount -

ROAD I

Quantity10.5

Rate62933

Amount 5993.7

ROAD J

Quantity6.83

Rate41028

Amount 6007.15

ROAD E

Quantity17.85

Rate105787

Amount 5926.47

ROAD F

Quantity40.95

Rate246466

Amount 6018.72

ROAD G

Quantity27.3

Rate164626

Amount 6030.29

ROAD L

Quantity33.6

Rate200936

Amount 5980.26

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC RETAINING WALl (BELOW SILL LEVEL)

Quantity-

Rate-

Amount -

ROAD I

Quantity15.73

Rate124810

Amount 7934.53

ROAD J

Quantity10.08

Rate82811

Amount 8215.39

ROAD E

Quantity29.25

Rate216197

Amount 7391.37

ROAD F

Quantity60.48

Rate464626

Amount 7682.32

ROAD G

Quantity40.32

Rate312394

Amount 7747.88

ROAD L

Quantity50.33

Rate383563

Amount 7620.98

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC RETAINING WALl (ABOVE SILL LEVEL)

Quantity-

Rate-

Amount -

ROAD I

Quantity16.13

Rate185205

Amount 11482.05

ROAD J

Quantity11.53

Rate137107

Amount 11891.41

ROAD E

Quantity46.11

Rate426424

Amount 9247.98

ROAD F

Quantity44.82

Rate520922

Amount 11622.55

ROAD G

Quantity31.5

Rate367788

Amount 11675.84

ROAD L

Quantity40.91

Rate457866

Amount 11192.05

Providing and fixing seepage pipes of 110mm 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 of the backfill in the Retaining Wall

Quantity-

Rate-

Amount -

ROAD I

Quantity72.04

Rate14631

Amount 203.1

ROAD J

Quantity43.64

Rate8863

Amount 203.1

ROAD E

Quantity15.24

Rate3095

Amount 203.1

ROAD F

Quantity81.91

Rate16635

Amount 203.1

ROAD G

Quantity43.64

Rate8863

Amount 203.1

ROAD L

Quantity55

Rate11170

Amount 203.1

Filling with Earth including cost and Conveyance of Earth to Work Site including labour charges for filling in layers as specified by the departmental officers including labour charges for compacting,tamping and ramming under optimum moisture to obtain maximum density and all other incidental charges etc., complete as per std.specifications

Quantity-

Rate-

Amount -

ROAD I

Quantity77.77

Rate11743

Amount 151

ROAD J

Quantity46.72

Rate7054

Amount 151

ROAD E

Quantity15

Rate2265

Amount 151

ROAD F

Quantity280.35

Rate42332

Amount 151

Filling with Excavated Earth excluding cost and Conveyance of Earth to Work Site including labour charges for filling in layers as specified by the departmental officers including labour charges for compacting,tamping and ramming under optimum moisture to obtain maximum density and all other incidental charges etc., complete as per std.specifications

Quantity-

Rate-

Amount -

ROAD I

Quantity37.5

Rate1460

Amount 38.95

ROAD J

Quantity24.38

Rate949

Amount 38.95

ROAD E

Quantity63.75

Rate2483

Amount 38.95

ROAD F

Quantity146.25

Rate5696

Amount 38.95

ROAD G

Quantity97.5

Rate3797

Amount 38.95

ROAD L

Quantity120

Rate4674

Amount 38.95

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

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 55549954

Add GST at 18%

Quantity1

Rate-

Amount 9998992

Total Value put to Tender

Quantity1

Rate-

Amount 65548946

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Negotiated Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate55549954

Amount -

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

Quantity-

Rate-

Amount -

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