Highways Department Tender

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Highways Department Tender

Civil Works Roads

Eprocure

Virudhunagar, Tamil Nadu

Opening Date28 Sep 2020

Closing Date27 Oct 2020

Tender Amount₹ 7,01,75,000

Email

Download

Costs

EMD
₹ 3,62,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Package 20 Improvements To Government Roads In Sivagiri (h) C Andm Sub Division

Description

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Contact

Tender Id
2020_HWAY_166739_2
Bid Award Id
View
Tender No
TN No 3 2020 21 HDO dated 27 05 2020
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-2308.9 kBNotice10_Engilish....Notice10_Engilish.pdf

Notice

Tender Notice-1213.0 kBTendernotice_1.pdf

Tender Notice

BOQ-1719.9 kBBOQ_217625.xls

BOQ

Document-21.1 MBPriceBid_P20.pdf

Price Bid

Document-1600.8 kBPQ_P20.pdf

PQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road F

Quantity87.5

Rate-

Amount 15.31

Road B

Quantity36.67

Rate-

Amount 15.31

Road K

Quantity250

Rate-

Amount 15.31

Road L

Quantity250

Rate-

Amount 15.31

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 C

Quantity37.5

Rate-

Amount 1504.97

Road C

Quantity26.25

Rate-

Amount 1504.97

Road G

Quantity65.5

Rate-

Amount 1504.97

Road F

Quantity74.54

Rate-

Amount 1504.97

Road G

Quantity28.13

Rate-

Amount 1504.97

Road F

Quantity26.25

Rate-

Amount 1504.97

Road B

Quantity15

Rate-

Amount 1504.97

Road B

Quantity25

Rate-

Amount 1504.97

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

Quantity114.14

Rate-

Amount 1662.55

Road C

Quantity37.5

Rate-

Amount 1662.55

Road C

Quantity39.38

Rate-

Amount 1662.55

Road G

Quantity81.89

Rate-

Amount 1662.55

Road F

Quantity74.54

Rate-

Amount 1662.55

Road G

Quantity42.19

Rate-

Amount 1662.55

Road F

Quantity39.38

Rate-

Amount 1662.55

Road B

Quantity22.5

Rate-

Amount 1662.55

Road B

Quantity25

Rate-

Amount 1662.55

Road K

Quantity112.5

Rate-

Amount 1662.55

Road L

Quantity112.5

Rate-

Amount 1662.55

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, 900 & 502.

Quantity-

Rate-

Amount -

Road C

Quantity187.5

Rate-

Amount 50.3

Road G

Quantity327.5

Rate-

Amount 50.28

Road F

Quantity372.5

Rate-

Amount 50.3

Road B

Quantity125

Rate-

Amount 50.3

Road K

Quantity750

Rate-

Amount 50.27

Road L

Quantity750

Rate-

Amount 50.27

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, 503 & 900.

Quantity-

Rate-

Amount -

Road C

Quantity187.5

Rate-

Amount 10.89

Road G

Quantity327.5

Rate-

Amount 10.88

Road F

Quantity372.5

Rate-

Amount 10.89

Road B

Quantity125

Rate-

Amount 10.89

Road K

Quantity750

Rate-

Amount 10.88

Road L

Quantity750

Rate-

Amount 10.88

Providing and laying Advance BT patches using 13.20mm IRC size HBG metal with 44 Kg of bitumen per one cubic metre which shall include repairs of pot holes and patching of all types of bituminous mix either produced at plant site or at site itself with manual method and placed at site in pot holes or in patches after trimming the pot holes or depression to painting with tack coat and compacting the layer as directed by the Engineer in charge using 80/100 bitumen.

Quantity-

Rate-

Amount -

Road A

Quantity24.8

Rate-

Amount 2895.6

Road C

Quantity16.62

Rate-

Amount 2880.08

Road J

Quantity21.93

Rate-

Amount 2876.74

Road K

Quantity18.92

Rate-

Amount 2918.92

Road L

Quantity7.31

Rate-

Amount 2879.27

Road I

Quantity12.55

Rate-

Amount 2900.94

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 as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity9568.9

Rate-

Amount 17.07

Road C

Quantity7370

Rate-

Amount 17.07

Road J

Quantity9701.16

Rate-

Amount 17.07

Road K

Quantity8175

Rate-

Amount 17.06

Road L

Quantity3000

Rate-

Amount 17.06

Road I

Quantity5500

Rate-

Amount 17.07

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 - Grading II.

Quantity-

Rate-

Amount -

Road A

Quantity478.45

Rate-

Amount 5335.56

Road C

Quantity368.5

Rate-

Amount 5335.56

Road C

Quantity9.38

Rate-

Amount 5335.56

Road G

Quantity16.39

Rate-

Amount 5335.56

Road F

Quantity18.63

Rate-

Amount 5335.56

Road B

Quantity6.25

Rate-

Amount 5335.56

Road J

Quantity112

Rate-

Amount 5335.56

Road K

Quantity93.75

Rate-

Amount 5335.56

Road L

Quantity37.5

Rate-

Amount 5335.56

Road I

Quantity55

Rate-

Amount 5335.56

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

Quantity287.07

Rate-

Amount 6696.8

Road C

Quantity221.1

Rate-

Amount 6696.8

Road C

Quantity5.63

Rate-

Amount 6696.8

Road G

Quantity9.84

Rate-

Amount 6696.8

Road F

Quantity11.18

Rate-

Amount 6696.8

Road B

Quantity3.75

Rate-

Amount 6696.8

Road J

Quantity291.04

Rate-

Amount 6696.8

Road K

Quantity267.75

Rate-

Amount 6696.8

Road L

Quantity112.5

Rate-

Amount 6696.8

Road I

Quantity165

Rate-

Amount 6696.8

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up Berms using Side Earth MORTH Rev. V Clause No. 111, 112, 301 to 305.

Quantity-

Rate-

Amount -

Road A

Quantity505.44

Rate-

Amount 103.05

Road C

Quantity201

Rate-

Amount 103.05

Road J

Quantity207.88

Rate-

Amount 103.05

Road K

Quantity250

Rate-

Amount 103.05

Road L

Quantity300

Rate-

Amount 103.05

Road I

Quantity200

Rate-

Amount 103.05

Providing RCC M.15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc., complete as per MORT&H specification No.804

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 808

Road C

Quantity1

Rate-

Amount 808

Road J

Quantity2

Rate-

Amount 808

Road K

Quantity2

Rate-

Amount 808

Road L

Quantity2

Rate-

Amount 808

Road I

Quantity2

Rate-

Amount 808

Providing RCCM15 grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting, printing etc., complete as per MORT&H specification No.804

Quantity-

Rate-

Amount -

Road A

Quantity10

Rate-

Amount 228

Road C

Quantity8

Rate-

Amount 228

Road J

Quantity7

Rate-

Amount 228

Road K

Quantity10

Rate-

Amount 228

Road L

Quantity4

Rate-

Amount 228

Road I

Quantity4

Rate-

Amount 228

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORT&H specification No.803)

Quantity-

Rate-

Amount -

Road J

Quantity63.72

Rate-

Amount 841

Road I

Quantity200

Rate-

Amount 841

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 C

Quantity627.89

Rate-

Amount 111.76

Road G

Quantity679.39

Rate-

Amount 111.76

Road F

Quantity627.89

Rate-

Amount 111.76

Road B

Quantity318.89

Rate-

Amount 111.76

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

Quantity-

Rate-

Amount -

Road C

Quantity189.87

Rate-

Amount 112.54

Road G

Quantity203.44

Rate-

Amount 112.54

Road F

Quantity189.87

Rate-

Amount 112.54

Road B

Quantity108.5

Rate-

Amount 112.54

Dismantling the exising damaged RR Masonry including cost of all labour charges and all other incidental charges as per standard specification etc., complete.

Quantity-

Rate-

Amount -

Improvements of Mullikulam - Pambukovilsanthai road at km 2/4 - 3/4 and 5/4 - 5/8 including reconstruction of Narrow and weak cut stone culverts at km 4/10 and construction of protective works km 2/4-3/4 including upkeeping for a period of 60 months Culvet

Quantity13.5

Rate-

Amount 157.5

Road G

Quantity16.2

Rate-

Amount 157

Dismantling the exising damaged Cutstone Slab including cost of all labour charges and all other incidental charges as per standard specification etc., complete.

Quantity-

Rate-

Amount -

Road C

Quantity7.43

Rate-

Amount 805

Road G

Quantity11.52

Rate-

Amount 805

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

Quantity-

Rate-

Amount -

Road C

Quantity49.73

Rate-

Amount 84

Road G

Quantity54.41

Rate-

Amount 84

Road F

Quantity54.41

Rate-

Amount 84

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

Quantity-

Rate-

Amount -

Road C

Quantity148.98

Rate-

Amount 241

Road G

Quantity155.51

Rate-

Amount 241

Road F

Quantity155.51

Rate-

Amount 241

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 C

Quantity71.73

Rate-

Amount 303

Road G

Quantity74.87

Rate-

Amount 303

Road F

Quantity74.87

Rate-

Amount 303

Earthwork excavationin all classes of soils except hard rock, requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all over incidental charges such as bailing out water, shoring, struting, walling & forming protective bunds wherever necessary etc., complete, as per relevant standard MORTH specifation for FOUNDATION

Quantity-

Rate-

Amount -

Road B

Quantity228.92

Rate-

Amount 168

Road A

Quantity116.63

Rate-

Amount 168

Road A

Quantity146.3

Rate-

Amount 168

Road A

Quantity205.64

Rate-

Amount 168

Road A

Quantity30.76

Rate-

Amount 168

Road A

Quantity386.1

Rate-

Amount 168

Improvements of Mullikulam - Pambukovilsanthai road at km 2/4 - 3/4 and 5/4 - 5/8 including reconstruction of Narrow and weak cut stone culverts at km 4/10 and construction of protective works km 2/4-3/4 including upkeeping for a period of 60 months R.Wall

Quantity280.8

Rate-

Amount 168

Road G

Quantity17.28

Rate-

Amount 168

Road F

Quantity11.52

Rate-

Amount 168

Road B

Quantity20.16

Rate-

Amount 168

Road D

Quantity714

Rate-

Amount 168

Road H

Quantity685.26

Rate-

Amount 168

Road E

Quantity372

Rate-

Amount 168

Plain Cement Concrete M15 (Nominal Mix 1:2:4) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for FOUNDATION (Paver block)

Quantity-

Rate-

Amount -

Road A

Quantity30.76

Rate-

Amount 5355.45

Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, 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 COURSE UNDER FOOTINGS-1 Cum (Below sill level)

Quantity-

Rate-

Amount -

Road C

Quantity11.04

Rate-

Amount 4340.59

Road G

Quantity11.52

Rate-

Amount 4312.51

Road F

Quantity11.52

Rate-

Amount 4368.67

Road B

Quantity10.54

Rate-

Amount 5048.91

Plain Cement Concrete M20 (Nominal Mix 1:1.5:3) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for FOUNDATION

Quantity-

Rate-

Amount -

Road A

Quantity128.7

Rate-

Amount 5139.58

Road C

Quantity93.6

Rate-

Amount 5040.73

Road G

Quantity5.76

Rate-

Amount 4972.51

Road F

Quantity3.84

Rate-

Amount 5050.54

Road B

Quantity6.72

Rate-

Amount 4994.11

Road D

Quantity214.2

Rate-

Amount 5062.48

Road H

Quantity228.42

Rate-

Amount 5120.5

Road E

Quantity111.6

Rate-

Amount 5176.66

Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for Below Sill Level

Quantity-

Rate-

Amount -

Road A

Quantity63.32

Rate-

Amount 6221.34

Road A

Quantity68.48

Rate-

Amount 6349.38

Road A

Quantity94.47

Rate-

Amount 6326.1

Road A

Quantity168.48

Rate-

Amount 6190.27

Road C

Quantity113.87

Rate-

Amount 5979.9

Road C

Quantity134.55

Rate-

Amount 6240.87

Road G

Quantity122.23

Rate-

Amount 5902.98

Road F

Quantity122.23

Rate-

Amount 5959.14

Road G

Quantity8.28

Rate-

Amount 6172.65

Road F

Quantity5.52

Rate-

Amount 6250.68

Road B

Quantity65.41

Rate-

Amount 6660

Road B

Quantity9.66

Rate-

Amount 6194.25

Road D

Quantity352.17

Rate-

Amount 5821.08

Road H

Quantity291.02

Rate-

Amount 6393.9

Road E

Quantity173.61

Rate-

Amount 6127.32

Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for Above Sill Level

Quantity-

Rate-

Amount -

Road A

Quantity21.25

Rate-

Amount 8409.7

Road A

Quantity26.12

Rate-

Amount 8216.54

Road A

Quantity35.88

Rate-

Amount 7869.18

Road A

Quantity333.46

Rate-

Amount 7818.91

Road C

Quantity36.67

Rate-

Amount 7902.76

Road C

Quantity186.88

Rate-

Amount 8625.47

Road G

Quantity35.96

Rate-

Amount 7878.21

Road F

Quantity35.96

Rate-

Amount 7934.37

Road G

Quantity11.5

Rate-

Amount 7940.11

Road F

Quantity7.8

Rate-

Amount 8844.66

Road B

Quantity13.55

Rate-

Amount 8696.23

Road D

Quantity766.4

Rate-

Amount 7214.04

Road H

Quantity372.25

Rate-

Amount 7483.74

Road E

Quantity303.1

Rate-

Amount 7752.46

Vibrated Reinforced Cement Concrete of grade M25 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 BOX CULVERT

Quantity-

Rate-

Amount -

Road B

Quantity35.23

Rate-

Amount 9318.78

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

Quantity-

Rate-

Amount -

Road A

Quantity1.42

Rate-

Amount 10753.79

Road A

Quantity2.42

Rate-

Amount 10372.97

Road A

Quantity4.44

Rate-

Amount 10200.61

Road C

Quantity3.86

Rate-

Amount 10242.45

Road G

Quantity4.13

Rate-

Amount 10413.7

Road F

Quantity4.13

Rate-

Amount 10469.86

Filling behind the abutments and wings with excavated soil 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 using filling cut earth (Refilling with other than sand) (Hire & Labour charges only)

Quantity-

Rate-

Amount -

Road C

Quantity85.07

Rate-

Amount 249.7

Road G

Quantity81.37

Rate-

Amount 270.5

Road F

Quantity81.37

Rate-

Amount 291.3

Supplying and Fixing 110mm dia PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for semispherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain of the backfill in ABUTMENTS AND WINGS.

Quantity-

Rate-

Amount -

Road A

Quantity16

Rate-

Amount 172.8

Road A

Quantity16

Rate-

Amount 172.8

Road A

Quantity16

Rate-

Amount 172.8

Road A

Quantity189

Rate-

Amount 172.8

Road C

Quantity30

Rate-

Amount 172.8

Road C

Quantity98

Rate-

Amount 172.8

Road G

Quantity30

Rate-

Amount 172.8

Road F

Quantity30

Rate-

Amount 172.8

Road G

Quantity6

Rate-

Amount 172.8

Road F

Quantity4

Rate-

Amount 172.8

Road B

Quantity7

Rate-

Amount 172.8

Road D

Quantity265

Rate-

Amount 172.8

Road H

Quantity280

Rate-

Amount 172.8

Road E

Quantity152

Rate-

Amount 172.8

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

Quantity-

Rate-

Amount -

Road A

Quantity3.52

Rate-

Amount 100

Road A

Quantity6.96

Rate-

Amount 100

Road A

Quantity13.83

Rate-

Amount 100

Road C

Quantity8.86

Rate-

Amount 100

Road G

Quantity8.86

Rate-

Amount 100

Road F

Quantity8.86

Rate-

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 A

Quantity5.86

Rate-

Amount 9881.49

Road A

Quantity11.7

Rate-

Amount 9885.9

Road A

Quantity23.41

Rate-

Amount 12119.2

Improvements of Mullikulam - Pambukovilsanthai road at km 2/4 - 3/4 and 5/4 - 5/8 including reconstruction of Narrow and weak cut stone culverts at km 4/10 and construction of protective works km 2/4-3/4 including upkeeping for a period of 60 monthsCulvert atkm4/10

Quantity24.99

Rate-

Amount 9324.6

Road G

Quantity32.81

Rate-

Amount 9124.89

Road F

Quantity32.81

Rate-

Amount 9500.1

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

Quantity-

Rate-

Amount -

Road C

Quantity37.16

Rate-

Amount 960

Road G

Quantity35.54

Rate-

Amount 939.2

Road F

Quantity35.54

Rate-

Amount 980.8

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 over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A

Quantity1.1

Rate-

Amount 73382.79

Road A

Quantity2.12

Rate-

Amount 73382.79

Road A

Quantity4.16

Rate-

Amount 73382.79

Road C

Quantity4.68

Rate-

Amount 73382.79

Road G

Quantity5.36

Rate-

Amount 73382.79

Road F

Quantity5.36

Rate-

Amount 73382.79

Road B

Quantity2.74

Rate-

Amount 73382.79

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 C

Quantity13

Rate-

Amount 5661.78

Road G

Quantity13

Rate-

Amount 5633.7

Road F

Quantity13

Rate-

Amount 5689.86

Vibrated reinforced cement concrete M30 design mix using 20mm 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 C

Quantity18.27

Rate-

Amount 7591.4

Road G

Quantity18.27

Rate-

Amount 7563.32

Road F

Quantity18.27

Rate-

Amount 7619.48

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

Quantity-

Rate-

Amount -

Road C

Quantity93

Rate-

Amount 599.7

Road G

Quantity100.5

Rate-

Amount 597.56

Road F

Quantity100.5

Rate-

Amount 602.45

Road B

Quantity23.66

Rate-

Amount 524.29

.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 A

Quantity2

Rate-

Amount 566

Road A

Quantity3

Rate-

Amount 566

Road A

Quantity5

Rate-

Amount 566

Road C

Quantity19.9

Rate-

Amount 566

Road G

Quantity19.9

Rate-

Amount 566

Road F

Quantity19.9

Rate-

Amount 566

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

Quantity-

Rate-

Amount -

Road A

Quantity2.16

Rate-

Amount 14718.5

Road A

Quantity4.32

Rate-

Amount 14486.53

Road A

Quantity8.63

Rate-

Amount 14364.01

Road C

Quantity3.07

Rate-

Amount 14537.9

Road G

Quantity3.64

Rate-

Amount 14456.02

Road F

Quantity3.64

Rate-

Amount 14512.18

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

Quantity-

Rate-

Amount -

Road C

Quantity6.07

Rate-

Amount 10127.17

Road G

Quantity6.07

Rate-

Amount 10099.09

Road F

Quantity6.07

Rate-

Amount 10155.25

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

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 2163

Road A

Quantity4

Rate-

Amount 2163

Road A

Quantity8

Rate-

Amount 2163

Road C

Quantity2

Rate-

Amount 2163

Road G

Quantity2

Rate-

Amount 2163

Road F

Quantity2

Rate-

Amount 2163

Supply and fixing of High Quality of PVC pipes of 160mm 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 C

Quantity49.76

Rate-

Amount 357

Road G

Quantity53.76

Rate-

Amount 357

Road F

Quantity53.76

Rate-

Amount 357

Stone dust Filling to provided paver block clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for paved block.

Quantity-

Rate-

Amount -

Road A

Quantity38.05

Rate-

Amount 170.82

Supply and laying inter locking concrete paver block floor finish with TAMIN paver block of size 80mm thick which has a copressive strength of 16.00mt/sqm. The rate including the cost concrete block loading conveyance to site and cost of labour for fixing in position the joints should be filled with sand including compacting by using power compactor ect., complete complying with standard specification and also the rate including the labour charges for clearing the heavy and scrub jungle,levelling the sites,diversion of water and sanitary pipe lines,dismantiling theexisting masonry structures etc.,complete complying as directed by the departmental officers.

Quantity-

Rate-

Amount -

Road A

Quantity760.92

Rate-

Amount 832.3

Providing and Laying of Gravel Filling behind the core wall with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for Filling, Laying & Tamping charges etc., complete for Core Wall.Morth 304,2907

Quantity-

Rate-

Amount -

Road A

Quantity74.6

Rate-

Amount 243.46

Supply and fixing of NP3 Class RCC1000mm dia pipes supplied by the contractor at his own cost specified below confirming to IS 458/1989 cost of pipes as a finished work including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert as per MORTH Rev. V Clause No. 2600.

Quantity-

Rate-

Amount -

Road C

Quantity20

Rate-

Amount 3938

Road G

Quantity20

Rate-

Amount 3938

Road F

Quantity20

Rate-

Amount 3938

Road B

Quantity20

Rate-

Amount 3938

Refilling with Site earth available including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification.

Quantity-

Rate-

Amount -

Road A

Quantity141.87

Rate-

Amount 113.3

Road C

Quantity126.36

Rate-

Amount 113.3

Road G

Quantity7.78

Rate-

Amount 113.3

Road D

Quantity485.03

Rate-

Amount 113.3

Road H

Quantity16.57

Rate-

Amount 113.3

Road E

Quantity117.68

Rate-

Amount 113.3

Refilling with Site earth available including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification.

Quantity-

Rate-

Amount -

Road A

Quantity386.1

Rate-

Amount 29.3

Road C

Quantity224.64

Rate-

Amount 29.3

Road G

Quantity13.82

Rate-

Amount 29.3

Road F

Quantity6

Rate-

Amount 29.3

Road B

Quantity10.5

Rate-

Amount 29.3

Road D

Quantity714

Rate-

Amount 29.3

Road H

Quantity685.26

Rate-

Amount 29.3

Road E

Quantity335

Rate-

Amount 29.3

Clearing the Light jungles two times per year including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge

Quantity-

Rate-

Amount -

Ist year

Quantity-

Rate-

Amount -

Road A

Quantity6948

Rate-

Amount 4.4

Road C

Quantity4500

Rate-

Amount 4.4

Road J

Quantity2484

Rate-

Amount 4.4

Road K

Quantity4500

Rate-

Amount 4.4

Road L

Quantity2400

Rate-

Amount 4.4

Road I

Quantity3096

Rate-

Amount 4.4

IInd year

Quantity-

Rate-

Amount -

Road A

Quantity6948

Rate-

Amount 4.4

Road C

Quantity4500

Rate-

Amount 4.4

Road J

Quantity2484

Rate-

Amount 4.4

Road K

Quantity4500

Rate-

Amount 4.4

Road L

Quantity2400

Rate-

Amount 4.4

Road I

Quantity3096

Rate-

Amount 4.4

IIIrd year

Quantity-

Rate-

Amount -

Road A

Quantity6948

Rate-

Amount 4.4

Road C

Quantity4500

Rate-

Amount 4.4

Road J

Quantity2484

Rate-

Amount 4.4

Road K

Quantity4500

Rate-

Amount 4.4

Road L

Quantity2400

Rate-

Amount 4.4

Road I

Quantity3096

Rate-

Amount 4.4

IV th year

Quantity-

Rate-

Amount -

Road A

Quantity6948

Rate-

Amount 4.4

Road C

Quantity4500

Rate-

Amount 4.4

Road J

Quantity2484

Rate-

Amount 4.4

Road K

Quantity4500

Rate-

Amount 4.4

Road L

Quantity2400

Rate-

Amount 4.4

Road I

Quantity3096

Rate-

Amount 4.4

V th year

Quantity-

Rate-

Amount -

Road A

Quantity6948

Rate-

Amount 4.4

Road C

Quantity4500

Rate-

Amount 4.4

Road J

Quantity2484

Rate-

Amount 4.4

Road K

Quantity4500

Rate-

Amount 4.4

Road L

Quantity2400

Rate-

Amount 4.4

Road I

Quantity3096

Rate-

Amount 4.4

Forming and raising the Berms with side earth with a lead of 1 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms (Yearly once) as directed by the dept. officers as per MORT&H Rev. V specifications No. 100, 111, 112, 202, 301, to 305, 900

Quantity-

Rate-

Amount -

Ist year

Quantity-

Rate-

Amount -

Road A

Quantity151.63

Rate-

Amount 103.05

Road C

Quantity60.3

Rate-

Amount 103.05

Road J

Quantity62.36

Rate-

Amount 103.05

Road K

Quantity75

Rate-

Amount 103.05

Road L

Quantity90

Rate-

Amount 103.05

Road I

Quantity60

Rate-

Amount 103.05

IInd year

Quantity-

Rate-

Amount -

Road A

Quantity151.63

Rate-

Amount 103.05

Road C

Quantity60.3

Rate-

Amount 103.05

Road J

Quantity62.36

Rate-

Amount 103.05

Road K

Quantity75

Rate-

Amount 103.05

Road L

Quantity90

Rate-

Amount 103.05

Road I

Quantity60

Rate-

Amount 103.05

IIIrd year

Quantity-

Rate-

Amount -

Road A

Quantity151.63

Rate-

Amount 103.05

Road C

Quantity60.3

Rate-

Amount 103.05

Road J

Quantity62.36

Rate-

Amount 103.05

Road K

Quantity75

Rate-

Amount 103.05

Road L

Quantity90

Rate-

Amount 103.05

Road I

Quantity60

Rate-

Amount 103.05

IVth year

Quantity-

Rate-

Amount -

Road A

Quantity151.63

Rate-

Amount 103.05

Road C

Quantity60.3

Rate-

Amount 103.05

Road J

Quantity62.36

Rate-

Amount 103.05

Road K

Quantity75

Rate-

Amount 103.05

Road L

Quantity90

Rate-

Amount 103.05

Road I

Quantity60

Rate-

Amount 103.05

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity151.63

Rate-

Amount 103.05

Road C

Quantity60.3

Rate-

Amount 103.05

Road J

Quantity62.36

Rate-

Amount 103.05

Road K

Quantity75

Rate-

Amount 103.05

Road L

Quantity90

Rate-

Amount 103.05

Road I

Quantity60

Rate-

Amount 103.05

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bricking and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc. complete as per standard specification for Earthern Drain

Quantity-

Rate-

Amount -

Ist year

Quantity-

Rate-

Amount -

Road A

Quantity450

Rate-

Amount 103.05

Road C

Quantity450

Rate-

Amount 103.05

Road J

Quantity480

Rate-

Amount 103.05

Road K

Quantity600

Rate-

Amount 103.05

Road L

Quantity300

Rate-

Amount 103.05

Road I

Quantity300

Rate-

Amount 103.05

IInd year

Quantity-

Rate-

Amount -

Road A

Quantity450

Rate-

Amount 103.05

Road C

Quantity450

Rate-

Amount 103.05

Road J

Quantity480

Rate-

Amount 103.05

Road K

Quantity600

Rate-

Amount 103.05

Road L

Quantity300

Rate-

Amount 103.05

Road I

Quantity300

Rate-

Amount 103.05

IIIrd year

Quantity-

Rate-

Amount -

Road A

Quantity450

Rate-

Amount 103.05

Road C

Quantity450

Rate-

Amount 103.05

Road J

Quantity480

Rate-

Amount 103.05

Road K

Quantity600

Rate-

Amount 103.05

Road L

Quantity300

Rate-

Amount 103.05

Road I

Quantity300

Rate-

Amount 103.05

IVth year

Quantity-

Rate-

Amount -

Road A

Quantity450

Rate-

Amount 103.05

Road C

Quantity450

Rate-

Amount 103.05

Road J

Quantity480

Rate-

Amount 103.05

Road K

Quantity600

Rate-

Amount 103.05

Road L

Quantity300

Rate-

Amount 103.05

Road I

Quantity300

Rate-

Amount 103.05

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity450

Rate-

Amount 103.05

Road C

Quantity450

Rate-

Amount 103.05

Road J

Quantity480

Rate-

Amount 103.05

Road K

Quantity600

Rate-

Amount 103.05

Road L

Quantity300

Rate-

Amount 103.05

Road I

Quantity300

Rate-

Amount 103.05

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 Clearing the vent way of CD works as per MORT&H Rev. V specifications No. 100, 111, 112, 301 to 305 (One time per year)

Quantity-

Rate-

Amount -

Ist year

Quantity-

Rate-

Amount -

Road A

Quantity55

Rate-

Amount 700

Road C

Quantity2

Rate-

Amount 700

Road J

Quantity29

Rate-

Amount 700

Road K

Quantity10

Rate-

Amount 700

Road I

Quantity5

Rate-

Amount 700

IInd year

Quantity-

Rate-

Amount -

Road A

Quantity55

Rate-

Amount 700

Road C

Quantity2

Rate-

Amount 700

Road J

Quantity29

Rate-

Amount 700

Road K

Quantity10

Rate-

Amount 700

Road I

Quantity5

Rate-

Amount 700

IIIrd year

Quantity-

Rate-

Amount -

Road A

Quantity55

Rate-

Amount 700

Road C

Quantity2

Rate-

Amount 700

Road J

Quantity29

Rate-

Amount 700

Road K

Quantity10

Rate-

Amount 700

Road I

Quantity5

Rate-

Amount 700

IVth year

Quantity-

Rate-

Amount -

Road A

Quantity55

Rate-

Amount 700

Road C

Quantity2

Rate-

Amount 700

Road J

Quantity29

Rate-

Amount 700

Road K

Quantity10

Rate-

Amount 700

Road I

Quantity5

Rate-

Amount 700

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity55

Rate-

Amount 700

Road C

Quantity2

Rate-

Amount 700

Road J

Quantity29

Rate-

Amount 700

Road K

Quantity10

Rate-

Amount 700

Road I

Quantity5

Rate-

Amount 700

White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete (Two times per year)

Quantity-

Rate-

Amount -

Ist year

Quantity-

Rate-

Amount -

Road A

Quantity721.06

Rate-

Amount 26.3

Road C

Quantity27.52

Rate-

Amount 26.3

Road J

Quantity646.4

Rate-

Amount 26.3

Road K

Quantity142.08

Rate-

Amount 26.3

Road I

Quantity79.58

Rate-

Amount 26.3

IInd year

Quantity-

Rate-

Amount -

Road A

Quantity721.06

Rate-

Amount 26.3

Road C

Quantity27.52

Rate-

Amount 26.3

Road J

Quantity646.4

Rate-

Amount 26.3

Road K

Quantity142.08

Rate-

Amount 26.3

Road I

Quantity79.58

Rate-

Amount 26.3

IIIrd year

Quantity-

Rate-

Amount -

Road A

Quantity721.06

Rate-

Amount 26.3

Road C

Quantity27.52

Rate-

Amount 26.3

Road J

Quantity646.4

Rate-

Amount 26.3

Road K

Quantity142.08

Rate-

Amount 26.3

Road I

Quantity79.58

Rate-

Amount 26.3

Ivth year

Quantity-

Rate-

Amount -

Road A

Quantity721.06

Rate-

Amount 26.3

Road C

Quantity27.52

Rate-

Amount 26.3

Road J

Quantity646.4

Rate-

Amount 26.3

Road K

Quantity142.08

Rate-

Amount 26.3

Road I

Quantity79.58

Rate-

Amount 26.3

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity721.06

Rate-

Amount 26.3

Road C

Quantity27.52

Rate-

Amount 26.3

Road J

Quantity646.4

Rate-

Amount 26.3

Road K

Quantity142.08

Rate-

Amount 26.3

Road I

Quantity79.58

Rate-

Amount 26.3

Black banding using enamel paint over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete

Quantity-

Rate-

Amount -

Ist year

Quantity-

Rate-

Amount -

Road A

Quantity368.36

Rate-

Amount 97.3

Road C

Quantity13.76

Rate-

Amount 97.3

Road J

Quantity323.2

Rate-

Amount 97.3

Road K

Quantity71.04

Rate-

Amount 97.3

Road I

Quantity39.79

Rate-

Amount 97.3

IInd year

Quantity-

Rate-

Amount -

Road A

Quantity368.36

Rate-

Amount 97.3

Road C

Quantity13.76

Rate-

Amount 97.3

Road J

Quantity323.2

Rate-

Amount 97.3

Road K

Quantity71.04

Rate-

Amount 97.3

Road I

Quantity39.79

Rate-

Amount 97.3

IIIrd year

Quantity-

Rate-

Amount -

Road A

Quantity368.36

Rate-

Amount 97.3

Road C

Quantity13.76

Rate-

Amount 97.3

Road J

Quantity323.2

Rate-

Amount 97.3

Road K

Quantity71.04

Rate-

Amount 97.3

Road I

Quantity39.79

Rate-

Amount 97.3

IVth year

Quantity-

Rate-

Amount -

Road A

Quantity368.36

Rate-

Amount 97.3

Road C

Quantity13.76

Rate-

Amount 97.3

Road J

Quantity323.2

Rate-

Amount 97.3

Road K

Quantity71.04

Rate-

Amount 97.3

Road I

Quantity39.79

Rate-

Amount 97.3

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity368.36

Rate-

Amount 97.3

Road C

Quantity13.76

Rate-

Amount 97.3

Road J

Quantity323.2

Rate-

Amount 97.3

Road K

Quantity71.04

Rate-

Amount 97.3

Road I

Quantity39.79

Rate-

Amount 97.3

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 as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Quantity-

Rate-

Amount -

IVth year

Quantity-

Rate-

Amount -

Road A

Quantity363

Rate-

Amount 17.07

Road C

Quantity221.1

Rate-

Amount 17.07

Road J

Quantity291.03

Rate-

Amount 17.07

Road K

Quantity267.75

Rate-

Amount 17.06

Road L

Quantity112.5

Rate-

Amount 17.06

Road I

Quantity165

Rate-

Amount 17.07

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity605

Rate-

Amount 17.07

Improvements of Mullikulam - Pambukovilsanthai road at km 2/4 - 3/4 and 5/4 - 5/8 including reconstruction of Narrow and weak cut stone culverts at km 4/10 and construction of protective works km 2/4-3/4 including upkeeping for a period of 60 months Culvet

Quantity368.5

Rate-

Amount 17.07

Road J

Quantity485.06

Rate-

Amount 17.07

Road K

Quantity446.25

Rate-

Amount 17.06

Road L

Quantity187.5

Rate-

Amount 17.06

Road I

Quantity275

Rate-

Amount 17.07

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 -

IVth year

Quantity-

Rate-

Amount -

Road A

Quantity10.89

Rate-

Amount 6696.8

Road C

Quantity6.63

Rate-

Amount 6696.8

Road J

Quantity8.73

Rate-

Amount 6696.8

Road K

Quantity8.03

Rate-

Amount 6696.8

Road L

Quantity3.38

Rate-

Amount 6696.8

Road I

Quantity4.95

Rate-

Amount 6696.8

Vth year

Quantity-

Rate-

Amount -

Road A

Quantity18.15

Rate-

Amount 6696.8

Road C

Quantity11.06

Rate-

Amount 6696.8

Road J

Quantity14.55

Rate-

Amount 6696.8

Road K

Quantity13.39

Rate-

Amount 6696.8

Road L

Quantity5.63

Rate-

Amount 6696.8

Road I

Quantity8.25

Rate-

Amount 6696.8

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

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 62653053

Add GST at 12%

Quantity1

Rate-

Amount 7518366

Total Value put to Tender

Quantity1

Rate-

Amount 70171419

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 12% of Final Negotiated Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 12% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Evaluation Notes How It Works ?

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Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

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Additional Info 3

Additional Info 4

Remarks

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