Highways Department Tender

The Highways Department has issued a formal invitation for competitive bids for Package-25, Thanjavur Division Cridp 2019-20 in Thanjavur, Tamil Nadu, with an estimated contract value of Rs. 6,40,69,413. The bid opening date for this tender is 06-09-2019 and the last date for bid submission is 09-10-2019. Interested bidders for Highways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Highways Department Tender

Civil And Construction

Road Construction

Thanjavur, Tamil Nadu

Opening Date6 Sep 2019

Closing Date9 Oct 2019

Tender Amount₹ 6,40,69,413

Email

Download

Costs

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

Summary

Package-25, Thanjavur Division Cridp 2019-20

Description

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Contact

Tender Id
2019_HWAY_136498_5
Bid Award Id
View
Tender No
TN.No.06 2019-20 THANJAVUR
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1184.9 kBTendernotice_1.pdf

BOQ-1990.2 kBBOQ_164552.xls

BOQ

Document-34.2 MBDraw25.pdf

DRAWINGS

Document-2523.0 kB25VOL1.pdf

TENDER DOCUMENTS VOL 1

Document-1408.5 kB25VOL2.pdf

TENDER DOCUMENT VOL 2

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road E

Quantity64

Rate-

Amount 9.15

Road C

Quantity205

Rate-

Amount 574.33

Road G

Quantity8

Rate-

Amount 700

Road G

Quantity52.5

Rate-

Amount 7228.1

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 and complete as per clause 401 in accordance with standard specifications for grading-III as per MORTH Vth Rev., 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

Road G

Quantity338

Rate-

Amount 6.1

Road A

Quantity137

Rate-

Amount 6.1

Road G

Quantity7.88

Rate-

Amount 9006.43

Road D

Quantity134

Rate-

Amount 6.1

Road G

Quantity200

Rate-

Amount 12.99

Road E

Quantity13.58

Rate-

Amount 3527.74

Third Year

Quantity-

Rate-

Amount -

Road D

Quantity5325

Rate-

Amount 3.9

Road B

Quantity800

Rate-

Amount 2420.05

Fourth Year

Quantity-

Rate-

Amount -

Road C

Quantity8.57

Rate-

Amount 5942

Road A

Quantity132

Rate-

Amount 9006.43

Road A

Quantity101

Rate-

Amount 581.38

Road F

Quantity6.17

Rate-

Amount 158.1

Road B

Quantity142

Rate-

Amount 6.1

Road B

Quantity26.68

Rate-

Amount 22.78

Road D

Quantity17.27

Rate-

Amount 3536.2

Road D

Quantity7.61

Rate-

Amount 158.1

Road E

Quantity26.24

Rate-

Amount 135

Road A

Quantity3.13

Rate-

Amount 158.1

Total Value put to Tender

Quantity1

Rate-

Amount 65823184

Road D

Quantity4955.4

Rate-

Amount 61.21

Road F

Quantity167

Rate-

Amount 529.68

Road D

Quantity355

Rate-

Amount 574.33

Road F

Quantity392

Rate-

Amount 6.1

Fourth Year

Quantity-

Rate-

Amount -

Road B

Quantity4400

Rate-

Amount 11.96

Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201 a) box cutting for widening portion

Quantity-

Rate-

Amount -

Road D

Quantity28.61

Rate-

Amount 7387

Fifth Year

Quantity-

Rate-

Amount -

First Year

Quantity-

Rate-

Amount -

Road D

Quantity39.36

Rate-

Amount 135

Road E

Quantity2797.6

Rate-

Amount 11.96

Road F

Quantity54

Rate-

Amount 9.15

Road E

Quantity2797.6

Rate-

Amount 61.21

Road G

Quantity262.5

Rate-

Amount 16.81

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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900

Quantity-

Rate-

Amount -

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete in accordance with standard specifications as per MORTH Vth Rev. 111, 112, 201 & 202

Quantity-

Rate-

Amount -

Road C

Quantity1673.4

Rate-

Amount 12.99

Road E

Quantity10

Rate-

Amount 700

Road C

Quantity309

Rate-

Amount 6.1

Road C

Quantity132.1

Rate-

Amount 9334

Road C

Quantity3075

Rate-

Amount 3.9

Fifth Year

Quantity-

Rate-

Amount -

Road B

Quantity9.27

Rate-

Amount 135

Road C

Quantity219.81

Rate-

Amount 9006.43

Third Year

Quantity-

Rate-

Amount -

Road F

Quantity230.8

Rate-

Amount 612.89

Road A

Quantity23.09

Rate-

Amount 22.78

Fourth Year

Quantity-

Rate-

Amount -

Road D

Quantity395.57

Rate-

Amount 9006.43

Road A

Quantity3

Rate-

Amount 660.28

Road A

Quantity2

Rate-

Amount 700

Road E

Quantity8.1

Rate-

Amount 158.1

Collection and supply of Carted earth including excavation removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of embankment with 97% Compaction.

Quantity-

Rate-

Amount -

Road C

Quantity6

Rate-

Amount 700

Road G

Quantity176.5

Rate-

Amount 492.08

Road B

Quantity1290

Rate-

Amount 3.9

Road G

Quantity47.13

Rate-

Amount 22.78

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) at percentage specified by JMF 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

Quantity-

Rate-

Amount -

Road D

Quantity88.31

Rate-

Amount 22.78

Road B

Quantity2

Rate-

Amount 700

Road G

Quantity2647.5

Rate-

Amount 3.9

Final Negotiated Value

Quantity1

Rate-

Amount -

Road B

Quantity3.51

Rate-

Amount 158.1

Road F

Quantity44.88

Rate-

Amount 22.78

Road C

Quantity6

Rate-

Amount 700

Road G

Quantity4.73

Rate-

Amount 9006.43

Road B

Quantity4

Rate-

Amount 661.43

Road C

Quantity157.5

Rate-

Amount 16.81

Road A

Quantity1

Rate-

Amount 2718.8

Road G

Quantity6.69

Rate-

Amount 135

Road A

Quantity101

Rate-

Amount 581.38

Road A

Quantity423.5

Rate-

Amount 73.1

Road C

Quantity7369.56

Rate-

Amount 11.96

Road A

Quantity24

Rate-

Amount 9.15

Road D

Quantity5325

Rate-

Amount 3.9

Road G

Quantity66

Rate-

Amount 9.15

Road B

Quantity2

Rate-

Amount 700

Road F

Quantity167

Rate-

Amount 529.68

Road D

Quantity250

Rate-

Amount 12.99

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 and complete as per clause 401 in accordance with standard specifications for grading-V as per MORTH Vth Rev., 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity137

Rate-

Amount 6.1

Road E

Quantity4.5

Rate-

Amount 158.1

Total Value of Contract Including 12% of GST

Quantity1

Rate-

Amount -

Road B

Quantity8

Rate-

Amount 9.15

Road A

Quantity1212

Rate-

Amount 3.9

Road B

Quantity26

Rate-

Amount 9.15

Road G

Quantity600

Rate-

Amount 61.19

Road A

Quantity1212

Rate-

Amount 3.9

Road A

Quantity23.09

Rate-

Amount 22.78

Road C

Quantity765.92

Rate-

Amount 17.92

Road D

Quantity110

Rate-

Amount 664.76

Road E

Quantity10

Rate-

Amount 700

Road C

Quantity52.31

Rate-

Amount 621.22

Second Year

Quantity-

Rate-

Amount -

Road E

Quantity1490.5

Rate-

Amount 197.37

First Year

Quantity-

Rate-

Amount -

Fifth Year

Quantity-

Rate-

Amount -

Road C

Quantity45.36

Rate-

Amount 22.78

Fifth Year

Quantity-

Rate-

Amount -

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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900

Quantity-

Rate-

Amount -

Road E

Quantity154

Rate-

Amount 559.76

Road E

Quantity518

Rate-

Amount 6.1

Road E

Quantity94.66

Rate-

Amount 22.78

Road D

Quantity365.63

Rate-

Amount 16.81

Road B

Quantity1000

Rate-

Amount 12.99

Road F

Quantity2505

Rate-

Amount 3.9

Road F

Quantity8

Rate-

Amount 700

Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II ) as per MORTH No. 111, 112, 501, 505 & 900

Quantity-

Rate-

Amount -

Road F

Quantity5.56

Rate-

Amount 135

Fourth Year

Quantity-

Rate-

Amount -

Road A

Quantity150

Rate-

Amount 16.81

Road B

Quantity1290

Rate-

Amount 3.9

Road G

Quantity7.61

Rate-

Amount 158.1

Road G

Quantity2647.5

Rate-

Amount 3.9

Road E

Quantity2310

Rate-

Amount 3.9

Road A

Quantity95

Rate-

Amount 6.1

Road D

Quantity1197.83

Rate-

Amount 2420.05

Road B

Quantity90

Rate-

Amount 16.81

Road C

Quantity95.94

Rate-

Amount 146.2

Road D

Quantity8

Rate-

Amount 9.15

Road D

Quantity2

Rate-

Amount 700

Road D

Quantity39.36

Rate-

Amount 135

Road D

Quantity48

Rate-

Amount 9.15

Road D

Quantity355

Rate-

Amount 574.33

Road C

Quantity3075

Rate-

Amount 3.9

Road A

Quantity7.33

Rate-

Amount 135

Road F

Quantity392

Rate-

Amount 6.1

Road G

Quantity157.5

Rate-

Amount 16.81

Road G

Quantity7

Rate-

Amount 656.7

Road C

Quantity309

Rate-

Amount 6.1

Road C

Quantity3075

Rate-

Amount 3.9

Vibrated reinforced cement concrete M40 (Design mix) using crushed ISS, hard broken granite graded metal 20mm and below including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting curing, including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for CRASH BARRIER.

Quantity-

Rate-

Amount -

Road A

Quantity8

Rate-

Amount 9.15

Road F

Quantity2505

Rate-

Amount 3.9

Providing RCC M15 grade Precast KM stone of standard design as per IRC8-1980 and fixing in position in pedetal including painting,printing etc., complete (as per MORT & H specification NO.804)

Quantity-

Rate-

Amount -

Road G

Quantity176.5

Rate-

Amount 492.08

Road F

Quantity32

Rate-

Amount 9.15

Collection and supply of Gravel including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900

Quantity-

Rate-

Amount -

Road D

Quantity7.61

Rate-

Amount 158.1

Road E

Quantity40

Rate-

Amount 9.15

Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal and using M- Sand including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB.

Quantity-

Rate-

Amount -

Road D

Quantity7.5

Rate-

Amount 3700

Providing RCC M15 grade Precast HM stone of standard design as per IRC8-1980 and fixing in position in pedetal including painting,printing etc., complete (as per MORT & H specification NO.804)

Quantity-

Rate-

Amount -

CULVERTS & RETAINING WALL

Quantity-

Rate-

Amount -

Third Year

Quantity-

Rate-

Amount -

Road E

Quantity5959.5

Rate-

Amount 16.81

Road F

Quantity2505

Rate-

Amount 3.9

Road A

Quantity7.33

Rate-

Amount 135

Road C

Quantity765.92

Rate-

Amount 73.1

Road D

Quantity2

Rate-

Amount 700

Road F

Quantity618.75

Rate-

Amount 11.95

Provision for engaging JCB for Clearing the vent way of CD works, and minor Bridges, clearing storm water drains and removing debris along roadside during urgent periods.

Quantity-

Rate-

Amount -

First Year

Quantity-

Rate-

Amount -

Road D

Quantity2

Rate-

Amount 2715.85

Second Year

Quantity-

Rate-

Amount -

Road A

Quantity423.5

Rate-

Amount 17.92

Road F

Quantity44.88

Rate-

Amount 22.78

Refilling with excavated earth for filling in layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907

Quantity-

Rate-

Amount -

Road D

Quantity48

Rate-

Amount 9.15

Road F

Quantity6.17

Rate-

Amount 158.1

Road B

Quantity26.68

Rate-

Amount 22.78

Road D

Quantity234

Rate-

Amount 6.1

Negotiated Percentage

Quantity1

Rate-

Amount -

Upkeeping Component

Quantity-

Rate-

Amount -

Road F

Quantity44.88

Rate-

Amount 22.78

Road A

Quantity0.97

Rate-

Amount 158.1

Road D

Quantity1.85

Rate-

Amount 158.1

Road D

Quantity234

Rate-

Amount 6.1

Fifth Year

Quantity-

Rate-

Amount -

Road F

Quantity1

Rate-

Amount 2708.17

Road E

Quantity64

Rate-

Amount 9.15

Road A

Quantity7.33

Rate-

Amount 135

Road C

Quantity5.47

Rate-

Amount 158.1

Fourth Year

Quantity-

Rate-

Amount -

Road G

Quantity157.5

Rate-

Amount 9006.43

Road C

Quantity5.47

Rate-

Amount 158.1

Road F

Quantity54

Rate-

Amount 9.15

Road G

Quantity8

Rate-

Amount 700

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 as per MORTH Vth Rev., 1000, 2900 & 900 for Pipe culvert and diversion

Quantity-

Rate-

Amount -

Road D

Quantity7.61

Rate-

Amount 158.1

Fifth Year

Quantity-

Rate-

Amount -

Road G

Quantity232

Rate-

Amount 566.31

Road E

Quantity2310

Rate-

Amount 3.9

Road F

Quantity618.75

Rate-

Amount 61.18

Road F

Quantity23.03

Rate-

Amount 3492.56

Add GST at 12% of Final Negotiated Value

Quantity1

Rate-

Amount -

Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for BASE SLAB, STEM AND TOP SLAB OF Box culvert

Quantity-

Rate-

Amount -

Road C

Quantity7.88

Rate-

Amount 9006.43

Road G

Quantity2647.5

Rate-

Amount 3.9

Road G

Quantity2.93

Rate-

Amount 158.1

Road C

Quantity45.36

Rate-

Amount 22.78

Road C

Quantity255

Rate-

Amount 6.1

Road B

Quantity96

Rate-

Amount 6.1

Road E

Quantity2864.53

Rate-

Amount 17.92

Road E

Quantity7

Rate-

Amount 658.36

Road D

Quantity10.97

Rate-

Amount 9006.43

Road E

Quantity52.62

Rate-

Amount 588.6

Road C

Quantity8.28

Rate-

Amount 135

Road G

Quantity60

Rate-

Amount 2420.05

Road F

Quantity206.25

Rate-

Amount 12.99

Road A

Quantity2

Rate-

Amount 700

Road D

Quantity5.7

Rate-

Amount 69850

Road F

Quantity8

Rate-

Amount 700

Vibrated Cement Concrete M 15 Nominal mix using 40mm ISS size hard broken granite metal and using M- Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Below sill Level as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

Road E

Quantity154

Rate-

Amount 559.76

Road E

Quantity518

Rate-

Amount 6.1

Road C

Quantity46

Rate-

Amount 9.15

Road C

Quantity45.36

Rate-

Amount 22.78

Road A

Quantity220

Rate-

Amount 8423.58

Road G

Quantity8

Rate-

Amount 700

Road E

Quantity94.66

Rate-

Amount 22.78

Road C

Quantity309

Rate-

Amount 6.1

Road B

Quantity1290

Rate-

Amount 3.9

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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900

Quantity-

Rate-

Amount -

Road G

Quantity2647.5

Rate-

Amount 3.9

Road G

Quantity7.61

Rate-

Amount 158.1

Third Year

Quantity-

Rate-

Amount -

Road C

Quantity15

Rate-

Amount 3700

Road B

Quantity26.68

Rate-

Amount 22.78

Road A

Quantity137

Rate-

Amount 6.1

Road D

Quantity5325

Rate-

Amount 3.9

Second Year

Quantity-

Rate-

Amount -

Fifth Year

Quantity-

Rate-

Amount -

Road D

Quantity55.94

Rate-

Amount 546.7

Fifth Year

Quantity-

Rate-

Amount -

Road E

Quantity26.24

Rate-

Amount 135

First Year

Quantity-

Rate-

Amount -

Road D

Quantity4955.4

Rate-

Amount 11.96

Road C

Quantity205

Rate-

Amount 574.33

Road F

Quantity392

Rate-

Amount 6.1

Road E

Quantity119.61

Rate-

Amount 9575

Road F

Quantity8

Rate-

Amount 700

Road D

Quantity5325

Rate-

Amount 3.9

Road D

Quantity8238

Rate-

Amount 16.81

Road A

Quantity3.13

Rate-

Amount 158.1

Road G

Quantity47.13

Rate-

Amount 22.78

Road D

Quantity71.8

Rate-

Amount 9387

Road D

Quantity2

Rate-

Amount 700

Road G

Quantity66

Rate-

Amount 9.15

Road G

Quantity426

Rate-

Amount 6.1

Road B

Quantity3.51

Rate-

Amount 158.1

Road E

Quantity333.73

Rate-

Amount 2101.38

Road B

Quantity26

Rate-

Amount 9.15

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job 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 tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II

Quantity-

Rate-

Amount -

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for FOUNDATION

Quantity-

Rate-

Amount -

Road B

Quantity1

Rate-

Amount 2724.11

Road E

Quantity94.66

Rate-

Amount 22.78

Road G

Quantity22.32

Rate-

Amount 3470.12

Road A

Quantity1212

Rate-

Amount 3.9

Road B

Quantity142

Rate-

Amount 6.1

Road A

Quantity4.5

Rate-

Amount 9006.43

Road E

Quantity6.84

Rate-

Amount 69850

Road C

Quantity46

Rate-

Amount 9.15

Road A

Quantity266

Rate-

Amount 2105.78

Fourth Year

Quantity-

Rate-

Amount -

Road F

Quantity167

Rate-

Amount 529.68

Road C

Quantity24

Rate-

Amount 9.15

Road A

Quantity3.13

Rate-

Amount 158.1

Road G

Quantity8

Rate-

Amount 700

Road E

Quantity26.28

Rate-

Amount 5637

Road B

Quantity2

Rate-

Amount 700

Road A

Quantity24

Rate-

Amount 9.15

Road E

Quantity64

Rate-

Amount 9.15

Road B

Quantity220

Rate-

Amount 8423.58

Letterings in Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10cm

Quantity-

Rate-

Amount -

Road D

Quantity5325

Rate-

Amount 3.9

Road B

Quantity1290

Rate-

Amount 3.9

Road E

Quantity22.5

Rate-

Amount 3700

Letterings in Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15cm

Quantity-

Rate-

Amount -

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 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900

Quantity-

Rate-

Amount -

Road G

Quantity6.69

Rate-

Amount 135

Road C

Quantity46

Rate-

Amount 9.15

Road F

Quantity54

Rate-

Amount 9.15

Road D

Quantity2171.76

Rate-

Amount 17.92

Road E

Quantity16.8

Rate-

Amount 5729

Road C

Quantity4.73

Rate-

Amount 9006.43

Road E

Quantity5.4

Rate-

Amount 9006.43

Clearing the Light jungles including weeding out shrubs bushes, vegetables, growth etc,as per spcifications and directions of Engineer in charge.

Quantity-

Rate-

Amount -

Fourth Year

Quantity-

Rate-

Amount -

Road E

Quantity22.5

Rate-

Amount 197

Road E

Quantity518

Rate-

Amount 6.1

Road F

Quantity262.5

Rate-

Amount 16.81

Road D

Quantity6.58

Rate-

Amount 9006.43

Road E

Quantity2310

Rate-

Amount 3.9

Road D

Quantity2

Rate-

Amount 700

Road G

Quantity426

Rate-

Amount 6.1

First Year

Quantity-

Rate-

Amount -

Road C

Quantity368.2

Rate-

Amount 8423.58

Second Year

Quantity-

Rate-

Amount -

Road E

Quantity70.98

Rate-

Amount 544.9

Road E

Quantity167.18

Rate-

Amount 8423.58

Road B

Quantity142

Rate-

Amount 6.1

Road E

Quantity94.66

Rate-

Amount 22.78

Road F

Quantity6

Rate-

Amount 657.98

Road D

Quantity2171.76

Rate-

Amount 73.1

Road E

Quantity463.5

Rate-

Amount 644.61

Road D

Quantity88.31

Rate-

Amount 22.78

Road F

Quantity5.56

Rate-

Amount 135

Road F

Quantity167

Rate-

Amount 529.68

Road A

Quantity2

Rate-

Amount 700

Road F

Quantity7.88

Rate-

Amount 9006.43

Road A

Quantity101

Rate-

Amount 581.38

Road E

Quantity9

Rate-

Amount 9006.43

Road B

Quantity9.27

Rate-

Amount 135

Road D

Quantity39.36

Rate-

Amount 135

Road C

Quantity5

Rate-

Amount 661.81

Road E

Quantity80

Rate-

Amount 200

Road E

Quantity10

Rate-

Amount 700

Second Year

Quantity-

Rate-

Amount -

Road A

Quantity23.09

Rate-

Amount 22.78

Road C

Quantity8.28

Rate-

Amount 135

Road G

Quantity600

Rate-

Amount 11.95

Road B

Quantity132

Rate-

Amount 9006.43

Road C

Quantity5.47

Rate-

Amount 158.1

Road E

Quantity26.24

Rate-

Amount 135

Road C

Quantity15

Rate-

Amount 197

Road A

Quantity240

Rate-

Amount 675.16

Road A

Quantity137

Rate-

Amount 6.1

Road C

Quantity7369.56

Rate-

Amount 61.2

Road F

Quantity44.88

Rate-

Amount 22.78

Road B

Quantity86

Rate-

Amount 581.38

Road E

Quantity2310

Rate-

Amount 3.9

Road D

Quantity10

Rate-

Amount 659.64

Road G

Quantity47.13

Rate-

Amount 22.78

Collection and supply of US gravel including cost and conveyance to worksite and stacking them into road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms. as per MORTH Vth Rev., 111, 112, 401, 408, 900 ( Twice times per year)

Quantity-

Rate-

Amount -

Road B

Quantity3.51

Rate-

Amount 158.1

Road D

Quantity32.32

Rate-

Amount 168

Road A

Quantity1212

Rate-

Amount 3.9

Road C

Quantity3075

Rate-

Amount 3.9

Road E ( 11.20+ 112.50 )

Quantity123.7

Rate-

Amount 638.01

Road B

Quantity0.99

Rate-

Amount 158.1

Road E

Quantity8.1

Rate-

Amount 158.1

Road C

Quantity28.79

Rate-

Amount 6318

Road E

Quantity8.1

Rate-

Amount 158.1

Road A

Quantity24

Rate-

Amount 9.15

Road A

Quantity2.7

Rate-

Amount 9006.43

Fifth Year

Quantity-

Rate-

Amount -

Road C

Quantity6

Rate-

Amount 700

Road E

Quantity154

Rate-

Amount 559.76

Road G

Quantity6.69

Rate-

Amount 135

Vibrated Cement Concrete M 20 Nominal mix using 40mm ISS size hard broken granite metal and using M- Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Body wall of culverts and Retaining wall Above sill Level as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

Road D

Quantity88.31

Rate-

Amount 22.78

Road E (16.80+394.50)

Quantity411.3

Rate-

Amount 197.37

Road D

Quantity234

Rate-

Amount 6.1

Road G

Quantity66

Rate-

Amount 9.15

Second Year

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Road B

Quantity9.27

Rate-

Amount 135

Road B

Quantity86

Rate-

Amount 581.38

Road D

Quantity55.53

Rate-

Amount 146.2

Road E

Quantity518

Rate-

Amount 6.1

Road C

Quantity20.2

Rate-

Amount 3294

Road B

Quantity266

Rate-

Amount 2118.98

Road E

Quantity262.71

Rate-

Amount 9006.43

Fourth Year

Quantity-

Rate-

Amount -

Road G

Quantity47.13

Rate-

Amount 22.78

Road C

Quantity309

Rate-

Amount 6.1

Road F

Quantity4.73

Rate-

Amount 9006.43

Road A

Quantity7.33

Rate-

Amount 135

Road C

Quantity8.28

Rate-

Amount 135

Road E

Quantity2864.53

Rate-

Amount 73.1

Road D

Quantity555.13

Rate-

Amount 2096.98

Road B

Quantity2

Rate-

Amount 700

Road B

Quantity26.68

Rate-

Amount 22.78

Third Year

Quantity-

Rate-

Amount -

Third Year

Quantity-

Rate-

Amount -

Road F

Quantity6.17

Rate-

Amount 158.1

Road E

Quantity278.11

Rate-

Amount 2193.18

Road A

Quantity1000

Rate-

Amount 12.99

Road B

Quantity406

Rate-

Amount 17.92

Road D

Quantity39.36

Rate-

Amount 135

Road F

Quantity157.5

Rate-

Amount 16.81

Road C

Quantity1203.95

Rate-

Amount 2420.05

Road G

Quantity8

Rate-

Amount 700

Road F

Quantity52.5

Rate-

Amount 7228.1

Road F

Quantity338

Rate-

Amount 6.1

Road B

Quantity150

Rate-

Amount 16.81

Road C

Quantity485.23

Rate-

Amount 2123.38

Road G

Quantity7.61

Rate-

Amount 158.1

Road A

Quantity90

Rate-

Amount 16.81

Road F

Quantity5.56

Rate-

Amount 135

Road B

Quantity1290

Rate-

Amount 3.9

Road B

Quantity26

Rate-

Amount 9.15

Road C

Quantity375.8

Rate-

Amount 197.37

Road F

Quantity8

Rate-

Amount 700

Road A

Quantity2

Rate-

Amount 700

Road A

Quantity4400

Rate-

Amount 61.21

Road E

Quantity154

Rate-

Amount 559.76

Road D

Quantity39.36

Rate-

Amount 135

Road F

Quantity157.5

Rate-

Amount 9006.43

Road E

Quantity8.1

Rate-

Amount 158.1

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. a) Dismantling brick masonry/ stone masonry MORTH 111 112 202

Quantity-

Rate-

Amount -

Road E ( 125.28+84.00)

Quantity209.28

Rate-

Amount 146.2

Road F

Quantity8

Rate-

Amount 700

Road C

Quantity52.4

Rate-

Amount 7506

Road G

Quantity7.61

Rate-

Amount 158.1

Road D

Quantity355

Rate-

Amount 574.33

Road C

Quantity45.36

Rate-

Amount 22.78

Road E

Quantity26.24

Rate-

Amount 135

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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900

Quantity-

Rate-

Amount -

Road B

Quantity86

Rate-

Amount 581.38

Road A

Quantity2

Rate-

Amount 700

Road D

Quantity355

Rate-

Amount 574.33

White washing over the existing Culverts, Parapet and minor bridge including cost of materials and labour charges etc, complete.

Quantity-

Rate-

Amount -

Road B

Quantity9.27

Rate-

Amount 135

Road C

Quantity6

Rate-

Amount 700

Road D

Quantity7.5

Rate-

Amount 197

Fourth Year

Quantity-

Rate-

Amount -

Road G

Quantity47.13

Rate-

Amount 22.78

Road C

Quantity8.28

Rate-

Amount 135

Road A

Quantity1212

Rate-

Amount 3.9

Road G

Quantity2647.5

Rate-

Amount 3.9

Second Year

Quantity-

Rate-

Amount -

Road A

Quantity24

Rate-

Amount 9.15

Road F

Quantity4631.25

Rate-

Amount 16.81

Quarry Dust Filling around the pipes in between the body wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev., 2907 For Pipe Culvert

Quantity-

Rate-

Amount -

Road G

Quantity6.69

Rate-

Amount 135

Advance BT patch work to an average thickness of 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.

Quantity-

Rate-

Amount -

Road G

Quantity6.69

Rate-

Amount 135

Road C

Quantity46

Rate-

Amount 9.15

Road B

Quantity2.7

Rate-

Amount 9006.43

First Year

Quantity-

Rate-

Amount -

Road B

Quantity3.51

Rate-

Amount 158.1

Road E

Quantity300

Rate-

Amount 16.81

Road A

Quantity3.13

Rate-

Amount 158.1

Road G

Quantity426

Rate-

Amount 6.1

Road D

Quantity420.46

Rate-

Amount 2188.78

Road D

Quantity296.87

Rate-

Amount 8423.58

Road F

Quantity392

Rate-

Amount 6.1

Road A

Quantity4400

Rate-

Amount 11.96

Road B

Quantity142

Rate-

Amount 6.1

Third Year

Quantity-

Rate-

Amount -

Road C

Quantity45.36

Rate-

Amount 22.78

Road C

Quantity1

Rate-

Amount 2725.88

Road C

Quantity205

Rate-

Amount 574.33

Road D

Quantity48

Rate-

Amount 9.15

Filling with clean good gritty gravel including cost and conveyance of materials to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete and as directed by the departmental officers for filling around the pipe as per MORTH Vth Rev., 305 & 2907

Quantity-

Rate-

Amount -

Road E

Quantity94.66

Rate-

Amount 22.78

Road C

Quantity205

Rate-

Amount 574.33

Road D

Quantity578.6

Rate-

Amount 197.37

Road B

Quantity26.68

Rate-

Amount 22.78

Road B

Quantity4400

Rate-

Amount 61.2

Road B

Quantity26

Rate-

Amount 9.15

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 bituminous surfaces

Quantity-

Rate-

Amount -

Road E

Quantity180

Rate-

Amount 16.81

Road D

Quantity2

Rate-

Amount 700

Road G

Quantity66

Rate-

Amount 9.15

Road G

Quantity32

Rate-

Amount 9.15

Road G

Quantity426

Rate-

Amount 6.1

Road A

Quantity7.33

Rate-

Amount 135

Road E

Quantity26.24

Rate-

Amount 135

Road C

Quantity315

Rate-

Amount 664.65

Road D

Quantity7.61

Rate-

Amount 158.1

Road F

Quantity5.56

Rate-

Amount 135

Road D

Quantity48

Rate-

Amount 9.15

Road E

Quantity160.03

Rate-

Amount 7385.17

Road D

Quantity219.38

Rate-

Amount 16.81

Road G

Quantity2

Rate-

Amount 2702.27

Road C

Quantity48.8

Rate-

Amount 168

Road F

Quantity6.17

Rate-

Amount 158.1

Road F

Quantity54

Rate-

Amount 9.15

Road F

Quantity5.56

Rate-

Amount 135

Road G

Quantity176.5

Rate-

Amount 492.08

Road D

Quantity19.81

Rate-

Amount 6037

Road F

Quantity2505

Rate-

Amount 3.9

Road E

Quantity766.07

Rate-

Amount 2420.05

Supply and fabrication of (HYSD) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900

Quantity-

Rate-

Amount -

Fourth Year

Quantity-

Rate-

Amount -

Road G

Quantity4650

Rate-

Amount 16.81

Road F

Quantity2505

Rate-

Amount 3.9

Road C

Quantity91.72

Rate-

Amount 560

Vibrated Cement Concrete M 20 grade mix (Nominal mix) using 40mm HBG metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Foundation of Retaining wall (below sill level) as per MORTH Vth Rev., 1000, 1500, 1700, 2100

Quantity-

Rate-

Amount -

Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900

Quantity-

Rate-

Amount -

Road C

Quantity2.23

Rate-

Amount 158.1

Road C

Quantity3075

Rate-

Amount 3.9

Road C

Quantity10.56

Rate-

Amount 69850

Road F

Quantity61.88

Rate-

Amount 2420.05

Fifth Year

Quantity-

Rate-

Amount -

Road B

Quantity2

Rate-

Amount 700

Road G

Quantity176.5

Rate-

Amount 492.08

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 58770700

Road A

Quantity23.09

Rate-

Amount 22.78

Road E

Quantity1

Rate-

Amount 2709.94

Road C

Quantity5.47

Rate-

Amount 158.1

Road B

Quantity210

Rate-

Amount 675.16

Second Year

Quantity-

Rate-

Amount -

Road C

Quantity8.28

Rate-

Amount 135

Road B

Quantity4.5

Rate-

Amount 9006.43

Road A

Quantity101

Rate-

Amount 581.38

Painting with Plastic Enamel paint over the existing boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, cautionary board and Sign board etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.

Quantity-

Rate-

Amount -

Road E

Quantity64

Rate-

Amount 9.15

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

Quantity-

Rate-

Amount -

Road E

Quantity10

Rate-

Amount 700

First Year

Quantity-

Rate-

Amount -

Road E

Quantity2310

Rate-

Amount 3.9

Road D

Quantity88.31

Rate-

Amount 22.78

Road E

Quantity44.1

Rate-

Amount 168

Road C

Quantity262.5

Rate-

Amount 16.81

Road B

Quantity406

Rate-

Amount 73.1

Road A

Quantity762.5

Rate-

Amount 2420.05

Road C

Quantity6

Rate-

Amount 700

Road F

Quantity44.88

Rate-

Amount 22.78

Road B

Quantity86

Rate-

Amount 581.38

Third Year

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

Black banding with Japan Black over the Centre medians, Tree banding, etc., including cost of Japan Black and labour charges, etc., including all other incidental charges as directed by departmental officers

Quantity-

Rate-

Amount -

Road B

Quantity9.27

Rate-

Amount 135

Road A

Quantity23.09

Rate-

Amount 22.78

Road D

Quantity33.8

Rate-

Amount 600.87

Collection and supply of Carted earth including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for Diversion Road in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900

Quantity-

Rate-

Amount -

Road F

Quantity2.93

Rate-

Amount 158.1

Road D

Quantity88.31

Rate-

Amount 22.78

Road E

Quantity10

Rate-

Amount 700

Road D

Quantity234

Rate-

Amount 6.1

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