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 Amount₹ 2,01,17,021

Notes

Download

Costs

EMD
₹ 3,65,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

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Contact

Tender Id
2024_HWAY_421130_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

Download All

Tender Notice-1238.1 kBTendernotice_1.pdf

NIT

BOQ-1713.2 kBBOQ_500611.xls

BOQ

Document-31.5 MBPriceBid.pdf

Document-2782.3 kBPQ.pdf

Document-154.6 kBTender_Detail_2024...Tender_Detail_2024_HWAY_421130_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road C (km3/8)

Quantity9.96

Rate2563

Amount 257.4

Road D (km18/8)

Quantity67.5

Rate17374

Amount 257.4

Road F (km 0/4)

Quantity9.16

Rate2357

Amount 257.4

ROAD -G (km 2/6)

Quantity8.41

Rate2164

Amount 257.4

ROAD -H (Km 9/2)

Quantity10.47

Rate2694

Amount 257.4

ROAD -H (Km 9/6)

Quantity10.47

Rate2694

Amount 257.4

ROAD -H (km 9/10)

Quantity10.47

Rate2694

Amount 257.4

ROAD -J

Quantity1.03

Rate265

Amount 257.4

ROAD -L

Quantity1.03

Rate265

Amount 257.4

Dismantling the existing Cutstone in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A (Km 1/2)

Quantity9

Rate4196

Amount 466.3

ROAD -G (km 2/6)

Quantity9

Rate4196

Amount 466.3

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 (km 0/2)

Quantity59.93

Rate6715

Amount 112.05

Road A (km 0/8)

Quantity59.93

Rate6715

Amount 112.05

Road A (km 1/2)

Quantity82.44

Rate9237

Amount 112.05

Road A (km 2/4)

Quantity41.01

Rate4595

Amount 112.05

Road A (km 2/6)

Quantity41.01

Rate4595

Amount 112.05

Road B (km 0/2)

Quantity174.67

Rate19571

Amount 112.05

Road C (km3/8)

Quantity47.32

Rate5302

Amount 112.05

Road D (km18/8)

Quantity126.79

Rate14206

Amount 112.05

Road F (km 0/4)

Quantity74.78

Rate8379

Amount 112.05

ROAD -G (Km 0/8)

Quantity82.44

Rate9237

Amount 112.05

ROAD -G (Km 1/8)

Quantity41.01

Rate4595

Amount 112.05

ROAD -G (km 2/6)

Quantity82.44

Rate9237

Amount 112.05

ROAD -H (Km 9/2)

Quantity62.75

Rate7031

Amount 112.05

ROAD -H (Km 9/6)

Quantity62.75

Rate7031

Amount 112.05

ROAD -H (km 9/10)

Quantity62.75

Rate7031

Amount 112.05

ROAD -J

Quantity63.58

Rate7124

Amount 112.05

ROAD -L

Quantity63.58

Rate7124

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 LEVELLING COURSE OF BOX CULVERT

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity5.81

Rate35103

Amount 6041.86

Road A (km 0/8)

Quantity5.81

Rate35103

Amount 6041.86

Road A (km 1/2)

Quantity8.94

Rate54117

Amount 6053.43

Road A (km 2/4)

Quantity5.81

Rate35237

Amount 6065

Road A (km 2/6)

Quantity5.81

Rate35237

Amount 6065

Road B (km 0/2)

Quantity15.08

Rate89979

Amount 5966.82

Road C (km3/8)

Quantity6.95

Rate41656

Amount 5993.71

Road D (km18/8)

Quantity20.02

Rate121418

Amount 6064.87

Road F (km 0/4)

Quantity8.94

Rate53463

Amount 5980.26

ROAD -G (Km 0/8)

Quantity8.94

Rate51377

Amount 5746.87

ROAD -G (Km 1/8)

Quantity5.81

Rate33480

Amount 5762.6

ROAD -G (km 2/6)

Quantity8.94

Rate51658

Amount 5778.33

ROAD -H (Km 9/2)

Quantity6.95

Rate41282

Amount 5939.92

ROAD -H (Km 9/6)

Quantity6.95

Rate41282

Amount 5939.92

ROAD -H (km 9/10)

Quantity6.95

Rate41282

Amount 5939.92

ROAD -J

Quantity5.81

Rate33480

Amount 5762.6

ROAD -L

Quantity5.81

Rate34667

Amount 5966.82

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 (km 0/2)

Quantity13.68

Rate123857

Amount 9053.92

Road A (km 0/8)

Quantity13.68

Rate123857

Amount 9053.92

Road A (km 1/2)

Quantity23.69

Rate210867

Amount 8901.12

Road A (km 2/4)

Quantity13.68

Rate124174

Amount 9077.06

Road A (km 2/6)

Quantity13.68

Rate124174

Amount 9077.06

Road B (km 0/2)

Quantity69.47

Rate604389

Amount 8700.01

Road C (km3/8)

Quantity16.42

Rate147417

Amount 8977.95

Road D (km18/8)

Quantity64.44

Rate564597

Amount 8761.6

Road F (km 0/4)

Quantity23.69

Rate209134

Amount 8827.95

ROAD -G (Km 0/8)

Quantity23.69

Rate203605

Amount 8594.56

ROAD -G (Km 1/8)

Quantity13.68

Rate120037

Amount 8774.66

ROAD -G (km 2/6)

Quantity23.69

Rate204350

Amount 8626.01

ROAD -H (Km 9/2)

Quantity16.42

Rate146534

Amount 8924.17

ROAD -H (Km 9/6)

Quantity16.42

Rate146534

Amount 8924.17

ROAD -H (km 9/10)

Quantity16.42

Rate146534

Amount 8924.17

ROAD -J

Quantity13.68

Rate120037

Amount 8774.66

ROAD -L

Quantity13.68

Rate122830

Amount 8978.87

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity9.46

Rate142260

Amount 15038.09

Road A (km 0/8)

Quantity9.46

Rate142260

Amount 15038.09

Road A (km 1/2)

Quantity17.26

Rate229190

Amount 13278.73

Road A (km 2/4)

Quantity9.46

Rate142479

Amount 15061.23

Road A (km 2/6)

Quantity9.46

Rate142479

Amount 15061.23

Road B (km 0/2)

Quantity43.74

Rate492092

Amount 11250.4

Road C (km3/8)

Quantity11.34

Rate169710

Amount 14965.67

Road D (km18/8)

Quantity53.82

Rate579996

Amount 10776.59

Road F (km 0/4)

Quantity17.26

Rate227927

Amount 13205.56

ROAD -G (Km 0/8)

Quantity17.26

Rate223899

Amount 12972.17

ROAD -G (Km 1/8)

Quantity9.46

Rate139618

Amount 14758.83

ROAD -G (km 2/6)

Quantity17.26

Rate224442

Amount 13003.62

ROAD -H (Km 9/2)

Quantity14.94

Rate222972

Amount 14924.5

ROAD -H (Km 9/6)

Quantity14.94

Rate222972

Amount 14924.5

ROAD -H (km 9/10)

Quantity14.94

Rate222972

Amount 14924.5

ROAD -J

Quantity12.46

Rate184076

Amount 14773.39

ROAD -L

Quantity12.46

Rate186620

Amount 14977.6

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 (km 0/2)

Quantity10.66

Rate116146

Amount 10895.58

Road A (km 0/8)

Quantity10.66

Rate116146

Amount 10895.58

Road A (km 1/2)

Quantity18.43

Rate194330

Amount 10544.23

Road A (km 2/4)

Quantity10.66

Rate116393

Amount 10918.72

Road A (km 2/6)

Quantity10.66

Rate116393

Amount 10918.72

Road B (km 0/2)

Quantity67.41

Rate657392

Amount 9752.15

Road C (km3/8)

Quantity13.26

Rate142678

Amount 10760.08

Road D (km18/8)

Quantity67.67

Rate705612

Amount 10427.26

Road F (km 0/4)

Quantity18.43

Rate192981

Amount 10471.06

ROAD -G (Km 0/8)

Quantity18.43

Rate188680

Amount 10237.67

ROAD -G (Km 1/8)

Quantity10.66

Rate113169

Amount 10616.32

ROAD -G (km 2/6)

Quantity18.43

Rate189259

Amount 10269.12

ROAD -H (Km 9/2)

Quantity13.26

Rate141965

Amount 10706.3

ROAD -H (Km 9/6)

Quantity13.26

Rate141965

Amount 10706.3

ROAD -H (km 9/10)

Quantity13.26

Rate141965

Amount 10706.3

ROAD -J

Quantity10.66

Rate113169

Amount 10616.32

ROAD -L

Quantity10.66

Rate115346

Amount 10820.53

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 (km 0/2)

Quantity2.29

Rate217006

Amount 94804.27

Road A (km 0/8)

Quantity2.29

Rate217006

Amount 94804.27

Road A (km 1/2)

Quantity3.81

Rate361488

Amount 94804.27

Road A (km 2/4)

Quantity2.29

Rate217006

Amount 94804.27

Road A (km 2/6)

Quantity2.29

Rate217006

Amount 94804.27

Road B (km 0/2)

Quantity10.28

Rate974398

Amount 94804.27

Road C (km3/8)

Quantity2.73

Rate259194

Amount 94804.27

Road D (km18/8)

Quantity14.53

Rate1377695

Amount 94804.27

Road F (km 0/4)

Quantity3.81

Rate361488

Amount 94804.27

ROAD -G (Km 0/8)

Quantity3.81

Rate361488

Amount 94804.27

ROAD -G (Km 1/8)

Quantity2.29

Rate217006

Amount 94804.27

ROAD -G (km 2/6)

Quantity3.81

Rate361488

Amount 94804.27

ROAD -H (Km 9/2)

Quantity2.97

Rate281284

Amount 94804.27

ROAD -H (Km 9/6)

Quantity2.97

Rate281284

Amount 94804.27

ROAD -H (km 9/10)

Quantity2.97

Rate281284

Amount 94804.27

ROAD -J

Quantity2.53

Rate239665

Amount 94804.27

ROAD -L

Quantity2.53

Rate239665

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 (km 0/2)

Quantity1.17

Rate8285

Amount 7082.03

Road A (km 0/8)

Quantity1.17

Rate8285

Amount 7082.03

Road A (km 1/2)

Quantity1.73

Rate12271

Amount 7093.6

Road A (km 2/4)

Quantity1.17

Rate8313

Amount 7105.17

Road A (km 2/6)

Quantity1.17

Rate8313

Amount 7105.17

Road B (km 0/2)

Quantity3.35

Rate23473

Amount 7006.99

Road C (km3/8)

Quantity1.17

Rate8229

Amount 7033.88

Road D (km18/8)

Quantity4.83

Rate34317

Amount 7105.04

Road F (km 0/4)

Quantity1.73

Rate12145

Amount 7020.43

ROAD -G (Km 0/8)

Quantity1.73

Rate11741

Amount 6787.04

ROAD -G (Km 1/8)

Quantity1.17

Rate7959

Amount 6802.77

ROAD -G (km 2/6)

Quantity1.73

Rate11796

Amount 6818.5

ROAD -H (Km 9/2)

Quantity1.17

Rate8166

Amount 6980.09

ROAD -H (Km 9/6)

Quantity1.17

Rate8166

Amount 6980.09

ROAD -H (km 9/10)

Quantity1.17

Rate8166

Amount 6980.09

ROAD -J

Quantity1.17

Rate12743

Amount 10891.91

ROAD -L

Quantity1.17

Rate12982

Amount 11096.13

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 (km 0/2)

Quantity18.02

Rate110132

Amount 6111.66

Road A (km 0/8)

Quantity18.02

Rate110132

Amount 6111.66

Road A (km 1/2)

Quantity20.43

Rate125097

Amount 6123.23

Road A (km 2/4)

Quantity5.94

Rate36440

Amount 6134.8

Road A (km 2/6)

Quantity5.94

Rate36440

Amount 6134.8

Road B (km 0/2)

Quantity43.18

Rate260661

Amount 6036.62

Road C (km3/8)

Quantity5.94

Rate36017

Amount 6063.51

Road F (km 0/4)

Quantity15.41

Rate93231

Amount 6050.06

ROAD -G (Km 0/8)

Quantity20.43

Rate118834

Amount 5816.67

ROAD -G (Km 1/8)

Quantity5.94

Rate34644

Amount 5832.4

ROAD -G (km 2/6)

Quantity20.43

Rate119477

Amount 5848.13

ROAD -H (Km 9/2)

Quantity15.83

Rate95133

Amount 6009.72

ROAD -H (Km 9/6)

Quantity15.83

Rate95133

Amount 6009.72

ROAD -H (km 9/10)

Quantity15.83

Rate95133

Amount 6009.72

ROAD -J

Quantity20.39

Rate118922

Amount 5832.4

ROAD -L

Quantity20.39

Rate123086

Amount 6036.62

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity7.19

Rate54931

Amount 7640.05

Road A (km 0/8)

Quantity7.19

Rate54931

Amount 7640.05

Road A (km 1/2)

Quantity9.03

Rate66583

Amount 7373.59

Road A (km 2/4)

Quantity2.88

Rate22771

Amount 7906.89

Road A (km 2/6)

Quantity2.88

Rate22771

Amount 7906.89

Road B (km 0/2)

Quantity11.74

Rate82601

Amount 7035.92

Road C (km3/8)

Quantity2.88

Rate22566

Amount 7835.6

Road F (km 0/4)

Quantity7.23

Rate53071

Amount 7340.49

ROAD -G (Km 0/8)

Quantity9.03

Rate63815

Amount 7067.03

ROAD -G (Km 1/8)

Quantity2.88

Rate18759

Amount 6513.59

ROAD -G (km 2/6)

Quantity9.03

Rate64099

Amount 7098.49

ROAD -H (Km 9/2)

Quantity6.99

Rate52142

Amount 7459.61

ROAD -H (Km 9/6)

Quantity6.99

Rate52142

Amount 7459.61

ROAD -H (km 9/10)

Quantity6.99

Rate52142

Amount 7459.61

ROAD -J

Quantity8.73

Rate62160

Amount 7120.38

ROAD -L

Quantity8.73

Rate63943

Amount 7324.6

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity20.09

Rate190975

Amount 9506.01

Road A (km 0/8)

Quantity20.09

Rate190975

Amount 9506.01

Road A (km 1/2)

Quantity33.68

Rate301008

Amount 8937.3

Road A (km 2/4)

Quantity8.03

Rate79035

Amount 9842.58

Road A (km 2/6)

Quantity8.03

Rate79035

Amount 9842.58

Road B (km 0/2)

Quantity58.16

Rate483039

Amount 8305.35

Road C (km3/8)

Quantity8.03

Rate78463

Amount 9771.29

Road F (km 0/4)

Quantity26.94

Rate240237

Amount 8917.5

ROAD -G (Km 0/8)

Quantity33.68

Rate290683

Amount 8630.74

ROAD -G (Km 1/8)

Quantity8.03

Rate76607

Amount 9540.18

ROAD -G (km 2/6)

Quantity33.68

Rate291742

Amount 8662.2

ROAD -H (Km 9/2)

Quantity25.33

Rate230438

Amount 9097.44

ROAD -H (Km 9/6)

Quantity25.33

Rate230438

Amount 9097.44

ROAD -H (km 9/10)

Quantity25.33

Rate230438

Amount 9097.44

ROAD -J

Quantity31.67

Rate275923

Amount 8712.46

ROAD -L

Quantity31.67

Rate282391

Amount 8916.68

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 (km 0/2)

Quantity510.63

Rate98520

Amount 192.94

Road A (km 0/8)

Quantity510.63

Rate98520

Amount 192.94

Road A (km 1/2)

Quantity626.98

Rate120969

Amount 192.94

Road A (km 2/4)

Quantity452.45

Rate87295

Amount 192.94

Road A (km 2/6)

Quantity452.45

Rate87295

Amount 192.94

Road B (km 0/2)

Quantity1079.44

Rate208267

Amount 192.94

Road C (km3/8)

Quantity685.15

Rate132192

Amount 192.94

Road D (km18/8)

Quantity1952.06

Rate376630

Amount 192.94

Road F (km 0/4)

Quantity277.93

Rate53623

Amount 192.94

ROAD -G (Km 0/8)

Quantity452.45

Rate87295

Amount 192.94

ROAD -G (Km 1/8)

Quantity452.45

Rate87295

Amount 192.94

ROAD -G (km 2/6)

Quantity452.45

Rate87295

Amount 192.94

ROAD -H (Km 9/2)

Quantity452.45

Rate87295

Amount 192.94

ROAD -H (Km 9/6)

Quantity452.45

Rate87295

Amount 192.94

ROAD -H (km 9/10)

Quantity452.45

Rate87295

Amount 192.94

ROAD -J

Quantity146.42

Rate28250

Amount 192.94

ROAD -L

Quantity146.42

Rate28250

Amount 192.94

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity66.38

Rate12875

Amount 193.96

Road A (km 0/8)

Quantity66.38

Rate12875

Amount 193.96

Road A (km 1/2)

Quantity81.13

Rate15735

Amount 193.96

Road A (km 2/4)

Quantity59

Rate11443

Amount 193.96

Road A (km 2/6)

Quantity59

Rate11443

Amount 193.96

Road B (km 0/2)

Quantity140.13

Rate27179

Amount 193.96

Road C (km3/8)

Quantity88.5

Rate17165

Amount 193.96

Road D (km18/8)

Quantity250.75

Rate48635

Amount 193.96

Road F (km 0/4)

Quantity36.88

Rate7153

Amount 193.96

ROAD -G (Km 0/8)

Quantity59

Rate11443

Amount 193.96

ROAD -G (Km 1/8)

Quantity59

Rate11443

Amount 193.96

ROAD -G (km 2/6)

Quantity59

Rate11443

Amount 193.96

ROAD -H (Km 9/2)

Quantity59

Rate11443

Amount 193.96

ROAD -H (Km 9/6)

Quantity59

Rate11443

Amount 193.96

ROAD -H (km 9/10)

Quantity59

Rate11443

Amount 193.96

ROAD -J

Quantity513.46

Rate99590

Amount 193.96

ROAD -L

Quantity513.46

Rate99590

Amount 193.96

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 (km 0/2)

Quantity12.5

Rate51625

Amount 4130

Road A (km 0/8)

Quantity12.5

Rate51625

Amount 4130

Road A (km 1/2)

Quantity12.5

Rate51625

Amount 4130

Road A (km 2/4)

Quantity12.5

Rate51625

Amount 4130

Road A (km 2/6)

Quantity12.5

Rate51625

Amount 4130

Road B (km 0/2)

Quantity25

Rate103250

Amount 4130

Road C (km3/8)

Quantity12.5

Rate51625

Amount 4130

Road D (km18/8)

Quantity25

Rate103250

Amount 4130

Road F (km 0/4)

Quantity12.5

Rate51625

Amount 4130

ROAD -G (Km 0/8)

Quantity12.5

Rate51625

Amount 4130

ROAD -G (Km 1/8)

Quantity12.5

Rate51625

Amount 4130

ROAD -G (km 2/6)

Quantity12.5

Rate51625

Amount 4130

ROAD -H (Km 9/2)

Quantity12.5

Rate51625

Amount 4130

ROAD -H (Km 9/6)

Quantity12.5

Rate51625

Amount 4130

ROAD -H (km 9/10)

Quantity12.5

Rate51625

Amount 4130

ROAD -J

Quantity12.5

Rate51625

Amount 4130

ROAD -L

Quantity12.5

Rate51625

Amount 4130

Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity74.25

Rate31035

Amount 417.99

Road A (km 0/8)

Quantity74.25

Rate31035

Amount 417.99

Road A (km 1/2)

Quantity90.75

Rate38836

Amount 427.95

Road A (km 2/4)

Quantity66

Rate28902

Amount 437.91

Road A (km 2/6)

Quantity66

Rate28902

Amount 437.91

Road B (km 0/2)

Quantity156.75

Rate59275

Amount 378.15

Road C (km3/8)

Quantity99

Rate41381

Amount 417.99

Road D (km18/8)

Quantity280.5

Rate122833

Amount 437.91

Road F (km 0/4)

Quantity41.25

Rate15598

Amount 378.15

ROAD -G (Km 0/8)

Quantity66

Rate21113

Amount 319.9

ROAD -G (Km 1/8)

Quantity66

Rate21882

Amount 331.55

ROAD -G (km 2/6)

Quantity66

Rate22651

Amount 343.2

ROAD -H (Km 9/2)

Quantity66

Rate22651

Amount 343.2

ROAD -H (Km 9/6)

Quantity66

Rate22651

Amount 343.2

ROAD -H (km 9/10)

Quantity66

Rate22651

Amount 343.2

ROAD -J

Quantity24.75

Rate6764

Amount 273.3

ROAD -L

Quantity24.75

Rate6764

Amount 273.3

Granular Sub-base V 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

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity7.5

Rate12533

Amount 1671.1

Road A (km 0/8)

Quantity7.5

Rate12533

Amount 1671.1

Road A (km 1/2)

Quantity7.5

Rate12533

Amount 1671.1

Road A (km 2/4)

Quantity7.5

Rate12533

Amount 1671.1

Road A (km 2/6)

Quantity7.5

Rate12533

Amount 1671.1

Road B (km 0/2)

Quantity12.95

Rate21469

Amount 1657.9

Road C (km3/8)

Quantity7.5

Rate12302

Amount 1640.3

Road D (km18/8)

Quantity28

Rate46914

Amount 1675.5

Road F (km 0/4)

Quantity3

Rate5171

Amount 1723.9

ROAD -G (Km 0/8)

Quantity7.5

Rate12467

Amount 1662.3

ROAD -G (Km 1/8)

Quantity7.5

Rate12467

Amount 1662.3

ROAD -G (km 2/6)

Quantity7.5

Rate12467

Amount 1662.3

ROAD -H (Km 9/2)

Quantity8.25

Rate13713

Amount 1662.3

ROAD -H (Km 9/6)

Quantity8.25

Rate13713

Amount 1662.3

ROAD -H (km 9/10)

Quantity8.25

Rate13713

Amount 1662.3

ROAD -J

Quantity19.3

Rate32412

Amount 1679.41

ROAD -L

Quantity19.3

Rate32412

Amount 1679.41

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

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity9.38

Rate18914

Amount 2016.52

Road A (km 0/8)

Quantity9.38

Rate18914

Amount 2016.52

Road A (km 1/2)

Quantity9.38

Rate18914

Amount 2016.52

Road A (km 2/4)

Quantity9.38

Rate18914

Amount 2016.52

Road A (km 2/6)

Quantity9.38

Rate18914

Amount 2016.52

Road B (km 0/2)

Quantity16.19

Rate32647

Amount 2016.52

Road C (km3/8)

Quantity9.38

Rate18914

Amount 2016.52

Road D (km18/8)

Quantity35

Rate70578

Amount 2016.52

Road F (km 0/4)

Quantity9.38

Rate18914

Amount 2016.52

ROAD -G (Km 0/8)

Quantity9.38

Rate18914

Amount 2016.52

ROAD -G (Km 1/8)

Quantity9.38

Rate18914

Amount 2016.52

ROAD -G (km 2/6)

Quantity9.38

Rate18914

Amount 2016.52

ROAD -H (Km 9/2)

Quantity13.75

Rate27727

Amount 2016.52

ROAD -H (Km 9/6)

Quantity13.75

Rate27727

Amount 2016.52

ROAD -H (km 9/10)

Quantity13.75

Rate27727

Amount 2016.52

ROAD -J

Quantity32.16

Rate65274

Amount 2029.67

ROAD -L

Quantity32.16

Rate65274

Amount 2029.67

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 A (km 0/2)

Quantity37.5

Rate2812

Amount 75

Road A (km 0/8)

Quantity37.5

Rate2812

Amount 75

Road A (km 1/2)

Quantity37.5

Rate2812

Amount 75

Road A (km 2/4)

Quantity37.5

Rate2812

Amount 75

Road A (km 2/6)

Quantity37.5

Rate2812

Amount 75

Road B (km 0/2)

Quantity64.75

Rate4858

Amount 75.03

Road C (km3/8)

Quantity37.5

Rate2812

Amount 75.01

Road D (km18/8)

Quantity140

Rate10500

Amount 75

Road F (km 0/4)

Quantity37.5

Rate2813

Amount 75.02

ROAD -G (Km 0/8)

Quantity37.5

Rate2813

Amount 75.03

ROAD -G (Km 1/8)

Quantity37.5

Rate2813

Amount 75.03

ROAD -G (km 2/6)

Quantity37.5

Rate2813

Amount 75.03

ROAD -H (Km 9/2)

Quantity55

Rate4126

Amount 75.03

ROAD -H (Km 9/6)

Quantity55

Rate4126

Amount 75.03

ROAD -H (km 9/10)

Quantity55

Rate4126

Amount 75.03

ROAD -J

Quantity128.6

Rate9651

Amount 75.05

ROAD -L

Quantity128.6

Rate9651

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 A (km 0/2)

Quantity37.5

Rate628

Amount 16.77

Road A (km 0/8)

Quantity37.5

Rate628

Amount 16.77

Road A (km 1/2)

Quantity37.5

Rate628

Amount 16.77

Road A (km 2/4)

Quantity37.5

Rate628

Amount 16.77

Road A (km 2/6)

Quantity37.5

Rate628

Amount 16.77

Road B (km 0/2)

Quantity64.75

Rate1086

Amount 16.78

Road C (km3/8)

Quantity37.5

Rate628

Amount 16.77

Road D (km18/8)

Quantity140

Rate2347

Amount 16.77

Road F (km 0/4)

Quantity37.5

Rate628

Amount 16.77

ROAD -G (Km 0/8)

Quantity37.5

Rate629

Amount 16.78

ROAD -G (Km 1/8)

Quantity37.5

Rate629

Amount 16.78

ROAD -G (km 2/6)

Quantity37.5

Rate629

Amount 16.78

ROAD -H (Km 9/2)

Quantity55

Rate922

Amount 16.78

ROAD -H (Km 9/6)

Quantity55

Rate922

Amount 16.78

ROAD -H (km 9/10)

Quantity55

Rate922

Amount 16.78

ROAD -J

Quantity128.6

Rate2159

Amount 16.79

ROAD -L

Quantity128.6

Rate2159

Amount 16.79

Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity37.5

Rate906

Amount 24.18

Road A (km 0/8)

Quantity37.5

Rate906

Amount 24.18

Road A (km 1/2)

Quantity37.5

Rate906

Amount 24.18

Road A (km 2/4)

Quantity37.5

Rate906

Amount 24.18

Road A (km 2/6)

Quantity37.5

Rate906

Amount 24.18

Road B (km 0/2)

Quantity22.5

Rate544

Amount 24.19

Road C (km3/8)

Quantity15

Rate362

Amount 24.18

Road D (km18/8)

Quantity56

Rate1354

Amount 24.18

Road F (km 0/4)

Quantity15

Rate362

Amount 24.18

ROAD -G (Km 0/8)

Quantity37.5

Rate907

Amount 24.19

ROAD -G (Km 1/8)

Quantity15

Rate362

Amount 24.19

ROAD -G (km 2/6)

Quantity37.5

Rate907

Amount 24.19

ROAD -H (Km 9/2)

Quantity88

Rate2128

Amount 24.19

ROAD -H (Km 9/6)

Quantity88

Rate2128

Amount 24.19

ROAD -H (km 9/10)

Quantity88

Rate2128

Amount 24.19

Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared Concrete surface cleaned with mechanical broom as per clause 503 - as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity9.75

Rate186

Amount 19.1

Road A (km 0/8)

Quantity9.75

Rate186

Amount 19.1

Road A (km 1/2)

Quantity14.4

Rate275

Amount 19.1

Road A (km 2/4)

Quantity9.75

Rate186

Amount 19.1

Road A (km 2/6)

Quantity9.75

Rate186

Amount 19.1

Road B (km 0/2)

Quantity40.92

Rate782

Amount 19.12

Road C (km3/8)

Quantity9.75

Rate186

Amount 19.11

Road D (km18/8)

Quantity75.18

Rate1435

Amount 19.1

Road F (km 0/4)

Quantity14.4

Rate275

Amount 19.11

ROAD -G (Km 0/8)

Quantity14.4

Rate275

Amount 19.12

ROAD -G (Km 1/8)

Quantity9.75

Rate186

Amount 19.12

ROAD -G (km 2/6)

Quantity14.4

Rate275

Amount 19.12

ROAD -H (Km 9/2)

Quantity14.3

Rate273

Amount 19.12

ROAD -H (Km 9/6)

Quantity14.3

Rate273

Amount 19.12

ROAD -H (km 9/10)

Quantity14.3

Rate273

Amount 19.12

ROAD -J

Quantity23.66

Rate452

Amount 19.13

ROAD -L

Quantity23.66

Rate452

Amount 19.13

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 A (km 0/2)

Quantity1.88

Rate15242

Amount 8107.74

Road A (km 0/8)

Quantity1.88

Rate15242

Amount 8107.74

Road A (km 1/2)

Quantity2.25

Rate18242

Amount 8107.74

Road A (km 2/4)

Quantity1.88

Rate15242

Amount 8107.74

Road A (km 2/6)

Quantity1.88

Rate15242

Amount 8107.74

Road B (km 0/2)

Quantity3.24

Rate26269

Amount 8107.74

Road C (km3/8)

Quantity2.25

Rate18242

Amount 8107.74

Road D (km18/8)

Quantity9.8

Rate79455

Amount 8107.74

Road F (km 0/4)

Quantity2.25

Rate18242

Amount 8107.74

ROAD -G (Km 0/8)

Quantity2.25

Rate18242

Amount 8107.74

ROAD -G (Km 1/8)

Quantity2.25

Rate18242

Amount 8107.74

ROAD -G (km 2/6)

Quantity2.25

Rate18242

Amount 8107.74

ROAD -H (Km 9/2)

Quantity3.3

Rate26755

Amount 8107.74

ROAD -H (Km 9/6)

Quantity3.3

Rate26755

Amount 8107.74

ROAD -H (km 9/10)

Quantity3.3

Rate26755

Amount 8107.74

ROAD -J

Quantity6.44

Rate52235

Amount 8111.06

ROAD -L

Quantity6.44

Rate52235

Amount 8111.06

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, 507 & 900

Quantity-

Rate-

Amount -

Road A (km 0/2)

Quantity2.54

Rate26248

Amount 10333.98

Road A (km 0/8)

Quantity2.54

Rate26248

Amount 10333.98

Road A (km 1/2)

Quantity2.68

Rate27695

Amount 10333.98

Road A (km 2/4)

Quantity2.54

Rate26248

Amount 10333.98

Road A (km 2/6)

Quantity2.54

Rate26248

Amount 10333.98

Road B (km 0/2)

Quantity3.85

Rate39785

Amount 10333.98

Road C (km3/8)

Quantity1.87

Rate19324

Amount 10333.98

Road D (km18/8)

Quantity8.14

Rate84118

Amount 10333.98

Road F (km 0/4)

Quantity2.01

Rate20771

Amount 10333.98

ROAD -G (Km 0/8)

Quantity2.68

Rate27695

Amount 10333.98

ROAD -G (Km 1/8)

Quantity1.87

Rate19324

Amount 10333.98

ROAD -G (km 2/6)

Quantity2.68

Rate27695

Amount 10333.98

ROAD -H (Km 9/2)

Quantity4.72

Rate48776

Amount 10333.98

ROAD -H (Km 9/6)

Quantity4.72

Rate48776

Amount 10333.98

ROAD -H (km 9/10)

Quantity4.72

Rate48776

Amount 10333.98

ROAD -J

Quantity3.86

Rate39872

Amount 10329.58

ROAD -L

Quantity3.86

Rate39872

Amount 10329.58

Bituminous Concrete 50mm (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, 507 & 900

Quantity-

Rate-

Amount -

ROAD -J

Quantity0.02

Rate196

Amount 9825.82

ROAD -L

Quantity0.02

Rate196

Amount 9825.82

Retaining Wall

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

ROAD -B (Retaining wall)

Quantity142.56

Rate15973

Amount 112.05

ROAD -D (Retaining wall)

Quantity216

Rate24202

Amount 112.05

Plain Cement Concrete M20 grade mix 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 -B (Retaining wall)

Quantity47.52

Rate283542

Amount 5966.81

ROAD -D (Retaining wall)

Quantity72

Rate437513

Amount 6076.57

Vibrated Cement Concrete M20 grade (below sill level) using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

Quantity-

Rate-

Amount -

ROAD -B (Retaining wall)

Quantity64.87

Rate462148

Amount 7124.23

ROAD -D (Retaining wall)

Quantity98.28

Rate710152

Amount 7225.81

Vibrated Cement Concrete M20 grademix (above sill level) using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)

Quantity-

Rate-

Amount -

ROAD -B (Retaining wall)

Quantity146.94

Rate1232078

Amount 8384.91

ROAD -D (Retaining wall)

Quantity220.7

Rate1926170

Amount 8727.55

Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 -B (Retaining wall)

Quantity80.56

Rate16361

Amount 203.1

ROAD -D (Retaining wall)

Quantity135.42

Rate27503

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 watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

Quantity-

Rate-

Amount -

ROAD -B (Retaining wall)

Quantity83.66

Rate12632

Amount 151

ROAD -D (Retaining wall)

Quantity126.75

Rate19139

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 watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

Quantity-

Rate-

Amount -

ROAD -B (Retaining wall)

Quantity142.56

Rate5552

Amount 38.95

ROAD -D (Retaining wall)

Quantity216

Rate8413

Amount 38.95

Earthwork excavation in all classes of soil except hard rock not requiring blasting except hard rock requiring blasting depositing on bank as per SS 20B, including cost of all labour, equipments and all incidential charges such as bailing out water,providing and maintaining necessary coferdams, 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

Quantity-

Rate-

Amount -

ROAD -E

Quantity793.8

Rate88945

Amount 112.05

Road M

Quantity151.11

Rate16931

Amount 112.05

Cement Concrete of Grade M10 (Nominal Mix 1:3:6) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Levelling course for BASE SLAB.

Quantity-

Rate-

Amount -

ROAD -E

Quantity54

Rate277697

Amount 5142.54

Vibrated Reinforced Cement Concrete of Grade M25 (Design Mix) using 20mm ISS HBG graded metal 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, working at depths, Tools and Plants and incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Bottom Slab

Quantity-

Rate-

Amount -

ROAD -E

Quantity96

Rate850530

Amount 8859.69

Vibrated Reinforced Cement Concrete of Grade M25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of al materials to site and 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 incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Side walls

Quantity-

Rate-

Amount -

ROAD -E

Quantity143.9

Rate1787884

Amount 12424.49

Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting,laying and curing concrete, soft water working at heights, hire charges for Tools and Plants and incidental Charges etc.,complete for Top Slab

Quantity-

Rate-

Amount -

ROAD -E

Quantity68.4

Rate955778

Amount 13973.37

Supply and Fabrication of Fe -500 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 overlaping to the required length wherever 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 - Drain

Quantity-

Rate-

Amount -

ROAD -E

Quantity24.39

Rate2312276

Amount 94804.27

Providing and fixing of Weep holes of 100mm dia PVC pipes of required length for Drains including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. and labour charges for fixing etc., to drain of the rain water at 5.00m interval.

Quantity-

Rate-

Amount -

ROAD -E

Quantity9.6

Rate1704

Amount 177.5

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 20mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for base slab

Quantity-

Rate-

Amount -

Road M

Quantity32.85

Rate197861

Amount 6023.17

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for walls

Quantity-

Rate-

Amount -

Road M

Quantity49.93

Rate409959

Amount 8210.68

Earthwork excavation in all classes of soil except soft desigtegrated rock and hard rock 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 Bailing 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.& Foundation of Box Culvert and Return Wall

Quantity-

Rate-

Amount -

Road I

Quantity134.99

Rate15125

Amount 112.05

Road K

Quantity131.42

Rate14725

Amount 112.05

Earthwork excavation in all class of soil except soft desintegrated rock and hard rock 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, PIERS AND WINGS.

Quantity-

Rate-

Amount -

Road I

Quantity444.79

Rate83197

Amount 187.05

Road K

Quantity419.49

Rate78465

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

Quantity228.75

Rate55334

Amount 241.9

Road K

Quantity215.74

Rate52187

Amount 241.9

Cement Concrete of Grade M-10, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSEBELOW FOOTING OF PIERS

Quantity-

Rate-

Amount -

Road I

Quantity25.42

Rate126368

Amount 4971.22

Road K

Quantity23.96

Rate124003

Amount 5175.43

Vibrated Cement Concrete of grade M20 design 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 ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

Quantity-

Rate-

Amount -

Road I

Quantity368.66

Rate2471297

Amount 6703.46

Road K

Quantity329.31

Rate2297658

Amount 6977.19

Vibrated Cement Concrete of grade M20 design Mix using 20mm 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, WINGS, AND PIERS ABOVE SILL LEVEL.

Quantity-

Rate-

Amount -

Road I

Quantity135.3

Rate1137322

Amount 8405.93

Road K

Quantity104.64

Rate915485

Amount 8748.91

Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm 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 AND BED BLOCK OVER PIERS.

Quantity-

Rate-

Amount -

Road I

Quantity9.03

Rate117631

Amount 13026.76

Road K

Quantity9.03

Rate119475

Amount 13230.97

Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings 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

Quantity60

Rate12186

Amount 203.1

Road K

Quantity60

Rate12186

Amount 203.1

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

Quantity-

Rate-

Amount -

Road I

Quantity26.17

Rate2617

Amount 100

Road K

Quantity26.17

Rate2617

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

Quantity124.83

Rate1359182

Amount 10888.27

Road K

Quantity124.83

Rate1384674

Amount 11092.48

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Quantity-

Rate-

Amount -

Road I

Quantity51.57

Rate53212

Amount 1031.85

Road K

Quantity46.85

Rate55429

Amount 1183.12

Filling behind Abutments and Wings 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 for FILLING BEHIND THE ABUTMENTS AND WINGS.

Quantity-

Rate-

Amount -

Road I

Quantity112.52

Rate33373

Amount 296.6

Road K

Quantity101.91

Rate29039

Amount 284.95

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

Quantity39.8

Rate23641

Amount 594

Road K

Quantity39.8

Rate23641

Amount 594

Supply and fabrication of Fe-500 steel 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, Fe-500 grade

Quantity-

Rate-

Amount -

Road I

Quantity14.17

Rate1343376

Amount 94804.27

Road K

Quantity14.17

Rate1343376

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

Rate82441

Amount 6341.62

Road K

Quantity13

Rate85095

Amount 6545.83

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

Rate159890

Amount 8751.52

Road K

Quantity18.27

Rate163621

Amount 8955.73

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.

Quantity-

Rate-

Amount -

Road I

Quantity219

Rate136141

Amount 621.65

Road K

Quantity219

Rate139553

Amount 637.23

Vibrated Reinforced Cement Concrete M-40 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete foR CRASH BARRIERS OVER DECK SLAB.

Quantity-

Rate-

Amount -

Road I

Quantity12.61

Rate187697

Amount 14884.78

Road K

Quantity12.61

Rate190272

Amount 15088.99

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for CC PARAPET OVER RETURNS

Quantity-

Rate-

Amount -

Road I

Quantity6.07

Rate62672

Amount 10324.93

Road K

Quantity6.07

Rate63911

Amount 10529.14

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

Quantity-

Rate-

Amount -

Road I

Quantity6

Rate13626

Amount 2271

Road K

Quantity6

Rate13626

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

Quantity117.12

Rate49155

Amount 419.7

Road K

Quantity117.12

Rate49155

Amount 419.7

Earthwork excavation in all classes of soils weathered rock, in soft disintegrated rock/kankar not requiring blasting 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 for FOUNDATION OF RETAINING WALL

Quantity-

Rate-

Amount -

Road I

Quantity29.4

Rate3294

Amount 112.05

Road K

Quantity49

Rate5490

Amount 112.05

Plain Cement Concrete M20 gradeMix 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

Quantity8.82

Rate49908

Amount 5658.6

Road K

Quantity14.7

Rate86183

Amount 5862.81

Vibrated Cement Concrete M20 gradeMix using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

Quantity-

Rate-

Amount -

Road I

Quantity13.94

Rate102083

Amount 7323.03

Road K

Quantity23.24

Rate169840

Amount 7308.09

Quantity-

Rate-

Amount -

Road I

Quantity25.13

Rate229201

Amount 9120.63

Road K

Quantity41.88

Rate378633

Amount 9040.91

Quantity-

Rate-

Amount -

Road I

Quantity7.68

Rate1559

Amount 203.1

Road K

Quantity13.44

Rate2729

Amount 203.1

Providing and fixing Bitumen Pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint scalants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600.

Quantity-

Rate-

Amount -

Road I

Quantity8.38

Rate6025

Amount 719

Road K

Quantity8.38

Rate6025

Amount 719

Providing and laying of Carted Earth including cost and conveyence of the same to work sire with an average lead of 1km including stacking the same to departmental guage for premeasurement including all labour charges for laying spreading etc., complete and as directed by departmental engineers for filling behind protective wall including compaction by Power roller as per MORTH Rev. V Clause No 111, 112, 202, 301 to 305, 900

Quantity-

Rate-

Amount -

Road I

Quantity14.04

Rate2283

Amount 162.65

Road K

Quantity23.4

Rate3806

Amount 162.65

Quantity-

Rate-

Amount -

Road I

Quantity549.41

Rate106722

Amount 194.25

Road K

Quantity549.41

Rate106722

Amount 194.25

Quantity-

Rate-

Amount -

Road I

Quantity97.37

Rate19008

Amount 195.22

Road K

Quantity97.37

Rate19008

Amount 195.22

Quantity-

Rate-

Amount -

Road I

Quantity25

Rate103250

Amount 4130

Road K

Quantity25

Rate103250

Amount 4130

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

Quantity31.13

Rate52280

Amount 1679.41

Road K

Quantity31.13

Rate52280

Amount 1679.41

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

Quantity51.88

Rate105299

Amount 2029.67

Road K

Quantity51.88

Rate105299

Amount 2029.67

Quantity-

Rate-

Amount -

Road I

Quantity207.5

Rate15572

Amount 75.05

Road K

Quantity207.5

Rate15572

Amount 75.05

Quantity-

Rate-

Amount -

Road I

Quantity207.5

Rate3483

Amount 16.79

Road K

Quantity207.5

Rate3483

Amount 16.79

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

Quantity-

Rate-

Amount -

Road I

Quantity187.5

Rate4535

Amount 24.19

Road K

Quantity187.5

Rate4535

Amount 24.19

Quantity-

Rate-

Amount -

Road I

Quantity19.75

Rate160193

Amount 8111.06

Road K

Quantity19.75

Rate160193

Amount 8111.06

Quantity-

Rate-

Amount -

Road I

Quantity11.85

Rate122405

Amount 10329.58

Road K

Quantity11.85

Rate122405

Amount 10329.58

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 59467228

Add GST at 18%

Quantity1

Rate-

Amount 10704101

Total Value put to Tender

Quantity1

Rate-

Amount 70171329

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-

Rate59467228

Amount -

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

Quantity-

Rate-

Amount -

570 More

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