Highways Department Tender

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Highways Department Tender

Civil And Construction

Bridge Construction

Eprocure

Virudhunagar, Tamil Nadu

Opening Date6 Jan 2022

Closing Date3 Feb 2022

Tender Amount₹ 7,24,35,000

Email

Download

Costs

EMD
₹ 3,72,500
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Widng From Sl To Il Impts, Stg Impts To Ridg Qty And Retion Of Minor Bridge To Govt Roads Of Of Sivagiri H C And M Sub Division Tnv 10

Description

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Contact

Tender Id
2022_HWAY_218911_1
Bid Award Id
View
Tender No
TN No11 2021 2022 HDO Dated 22 12 2021
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1110.2 kBTendernotice_1.pdf

Notice

BOQ-1533.0 kBBOQ_258867.xls

BOQ

Document-2963.2 kBPricebid_X.pdf

Pricebid

Document-1560.9 kBPQ_X.pdf

PQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road G

Quantity247.5

Rate-

Amount 17.15

Road H

Quantity625

Rate-

Amount 17.15

Road J

Quantity1283.33

Rate-

Amount 17.15

Earthwork 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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Box Cutting

Quantity-

Rate-

Amount -

Road C

Quantity882

Rate-

Amount 96.6

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 for widening portion.

Quantity-

Rate-

Amount -

Road A

Quantity19.5

Rate-

Amount 1550.88

Road B

Quantity19.5

Rate-

Amount 1550.88

Road C

Quantity245

Rate-

Amount 1550.88

Road F

Quantity16.88

Rate-

Amount 1550.88

Road I

Quantity19.5

Rate-

Amount 1550.88

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-III Material for widening portion.

Quantity-

Rate-

Amount -

Road C

Quantity175

Rate-

Amount 1641.92

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

Quantity87.5

Rate-

Amount 1761.32

Road B

Quantity87.5

Rate-

Amount 1761.32

Road C

Quantity437.5

Rate-

Amount 1761.32

Road D

Quantity111.38

Rate-

Amount 1761.32

Road E

Quantity113.03

Rate-

Amount 1761.32

Road F

Quantity65.66

Rate-

Amount 1761.32

Road G

Quantity111.38

Rate-

Amount 1761.32

Road H

Quantity468.75

Rate-

Amount 1761.32

Road I

Quantity87.5

Rate-

Amount 1761.32

Road J

Quantity962.5

Rate-

Amount 1761.32

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

Quantity350

Rate-

Amount 70.11

Road B

Quantity350

Rate-

Amount 70.11

Road C

Quantity1750

Rate-

Amount 70.11

Road D

Quantity742.5

Rate-

Amount 70.11

Road E

Quantity753.5

Rate-

Amount 70.12

Road F

Quantity262.6

Rate-

Amount 70.1

Road G

Quantity742.5

Rate-

Amount 70.11

Road H

Quantity1875

Rate-

Amount 70.1

Road I

Quantity350

Rate-

Amount 70.1

Road J

Quantity3850

Rate-

Amount 70.11

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

Quantity350

Rate-

Amount 16.55

Road B

Quantity350

Rate-

Amount 16.54

Road C

Quantity1750

Rate-

Amount 16.55

Road D

Quantity742.5

Rate-

Amount 16.55

Road E

Quantity753.5

Rate-

Amount 16.55

Road F

Quantity262.6

Rate-

Amount 16.54

Road G

Quantity742.5

Rate-

Amount 16.54

Road H

Quantity1875

Rate-

Amount 16.54

Road I

Quantity350

Rate-

Amount 16.54

Road J

Quantity3850

Rate-

Amount 16.55

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 D

Quantity5.98

Rate-

Amount 3943.39

Road E

Quantity20.82

Rate-

Amount 3898.54

Road G

Quantity8.34

Rate-

Amount 3881.91

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 C

Quantity3750

Rate-

Amount 22.56

Road D

Quantity12012

Rate-

Amount 22.56

Road E

Quantity23446.5

Rate-

Amount 22.57

Road G

Quantity9670

Rate-

Amount 22.56

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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity17.5

Rate-

Amount 7781.6

Road B

Quantity17.5

Rate-

Amount 7781.6

Road C

Quantity275

Rate-

Amount 7781.6

Road D

Quantity127.06

Rate-

Amount 7781.6

Road E

Quantity239.26

Rate-

Amount 7781.6

Road F

Quantity13.13

Rate-

Amount 7781.6

Road G

Quantity100.38

Rate-

Amount 7781.6

Road H

Quantity93.75

Rate-

Amount 7781.6

Road I

Quantity17.5

Rate-

Amount 7781.6

Road J

Quantity192.5

Rate-

Amount 7781.6

Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity10.5

Rate-

Amount 10160.58

Road B

Quantity10.5

Rate-

Amount 10160.58

Road C

Quantity165

Rate-

Amount 10160.58

Road D

Quantity382.64

Rate-

Amount 10160.58

Road E

Quantity726

Rate-

Amount 10160.58

Road F

Quantity7.88

Rate-

Amount 10160.58

Road G

Quantity312.38

Rate-

Amount 10160.58

Road H

Quantity56.25

Rate-

Amount 10160.58

Road I

Quantity10.5

Rate-

Amount 10160.58

Road J

Quantity115.5

Rate-

Amount 10160.58

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. a. Formation of embankment using Box Cut Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900

Quantity-

Rate-

Amount -

Road C

Quantity300

Rate-

Amount 22.23

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. a. Formation of embankment using Side Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900

Quantity-

Rate-

Amount -

Road D

Quantity333.8

Rate-

Amount 109.3

Road E

Quantity880

Rate-

Amount 109.3

Road G

Quantity292.5

Rate-

Amount 109.3

Road H

Quantity225

Rate-

Amount 109.3

Road J

Quantity544.5

Rate-

Amount 109.3

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 5 km for culvert. 95% Compaction

Quantity-

Rate-

Amount -

Road A

Quantity487.4

Rate-

Amount 172.92

Road B

Quantity487.4

Rate-

Amount 128.4

Road F

Quantity1507.4

Rate-

Amount 161.79

Road I

Quantity487.4

Rate-

Amount 184.05

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 2 km for culvert. 97% Compaction

Quantity-

Rate-

Amount -

Road A

Quantity187.5

Rate-

Amount 173.91

Road B

Quantity187.5

Rate-

Amount 129.39

Road F

Quantity562.5

Rate-

Amount 173.91

Road I

Quantity187.5

Rate-

Amount 173.91

Supply and Laying and fixing 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

Quantity20

Rate-

Amount 4034

Road B

Quantity20

Rate-

Amount 4034

Road F

Quantity20

Rate-

Amount 4034

Road I

Quantity20

Rate-

Amount 4034

Removel of the Cut stone slab in the existing Causeway 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

Quantity240.98

Rate-

Amount 402

Road B

Quantity54.86

Rate-

Amount 402

Road I

Quantity236.25

Rate-

Amount 402

Dismantling the Existing RR Masonry in the existing Causeway 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 F

Quantity39.6

Rate-

Amount 221.9

Dismantling the Existing cement concrete in the existing 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 F

Quantity269.58

Rate-

Amount 381

Earthwork excavation in all classes of soil except soft disintegrated rock / kankar not requiring blasting 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 DRESSING THE BED UP TO SILL LEVEL.

Quantity-

Rate-

Amount -

Road A

Quantity131.42

Rate-

Amount 96.6

Road B

Quantity66.04

Rate-

Amount 96.6

Road F

Quantity170.39

Rate-

Amount 96.6

Road I

Quantity131.42

Rate-

Amount 96.6

Earthwork excavation in all classes of soil not requiring blasting except 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, RETAININGWALL, BREAST WALL

Quantity-

Rate-

Amount -

Road A

Quantity83.6

Rate-

Amount 193.2

Road B

Quantity96.8

Rate-

Amount 193.2

Road F

Quantity220

Rate-

Amount 193.2

Road I

Quantity287.66

Rate-

Amount 193.2

Road I

Quantity79.2

Rate-

Amount 193.2

Earthwork excavation in all classes of soil not requiring blasting except 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 A

Quantity287.66

Rate-

Amount 351.2

Road B

Quantity139.88

Rate-

Amount 351.2

Road F

Quantity200.82

Rate-

Amount 324

Earthwork excavation in soft 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 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 A

Quantity215.74

Rate-

Amount 445.8

Road B

Quantity125.9

Rate-

Amount 445.8

Road F

Quantity301.2

Rate-

Amount 428

Road I

Quantity215.74

Rate-

Amount 287.8

Cement Concrete M20 using 40mm 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 depths, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for LEVELLING COURSE BELOW FOOTING OF PIERS, RETAINING WALL, BREAST WALL

Quantity-

Rate-

Amount -

Road A

Quantity23.96

Rate-

Amount 4497.28

Road B

Quantity13.99

Rate-

Amount 4467.23

Road I

Quantity23.96

Rate-

Amount 4542.35

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

Quantity-

Rate-

Amount -

Road A

Quantity296.17

Rate-

Amount 6107.69

Road A

Quantity25.08

Rate-

Amount 5388.14

Road B

Quantity168.17

Rate-

Amount 6035.05

Road B

Quantity29.04

Rate-

Amount 5358.09

Road F

Quantity399.58

Rate-

Amount 6182

Road F

Quantity66

Rate-

Amount 5403.17

Road I

Quantity296.17

Rate-

Amount 6152.77

Road I

Quantity23.76

Rate-

Amount 5433.22

Vibrated Cement Concrete M20 grade 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 A

Quantity37.51

Rate-

Amount 6604.3

Road B

Quantity43.43

Rate-

Amount 6670.58

Road F

Quantity98.7

Rate-

Amount 6641.56

Road I

Quantity35.53

Rate-

Amount 6619.74

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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, RETAINING WALL, BREAST WALL ABOVE SILL LEVEL.

Quantity-

Rate-

Amount -

Road A

Quantity137.93

Rate-

Amount 7630.8

Road A

Quantity58.55

Rate-

Amount 8480.59

Road B

Quantity56.34

Rate-

Amount 7856.97

Road B

Quantity67.67

Rate-

Amount 8567.54

Road F

Quantity197.56

Rate-

Amount 7180

Road F

Quantity153.6

Rate-

Amount 8515.12

Road I

Quantity137.93

Rate-

Amount 7675.88

Road I

Quantity55.21

Rate-

Amount 8564.67

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 AND BED BLOCK OVER PIERS.

Quantity-

Rate-

Amount -

Road A

Quantity9.03

Rate-

Amount 11702.5

Road B

Quantity4.67

Rate-

Amount 12631.44

Road F

Quantity9.23

Rate-

Amount 11462

Road I

Quantity9.03

Rate-

Amount 11747.58

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,RETAINING WALL, BREAST WALL -

Quantity-

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 193.5

Road A

Quantity36

Rate-

Amount 193.5

Road B

Quantity30

Rate-

Amount 193.5

Road B

Quantity42

Rate-

Amount 193.5

Road F

Quantity102

Rate-

Amount 169.1

Road F

Quantity98

Rate-

Amount 193.5

Road I

Quantity60

Rate-

Amount 193.5

Road I

Quantity34

Rate-

Amount 193.5

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 A

Quantity26.17

Rate-

Amount 100

Road B

Quantity8.86

Rate-

Amount 100

Road F

Quantity24.77

Rate-

Amount 100

Road I

Quantity26.17

Rate-

Amount 100

Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement 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

Quantity138.09

Rate-

Amount 9694.83

Road B

Quantity56.43

Rate-

Amount 9648.03

Road F

Quantity92.82

Rate-

Amount 10054

Road I

Quantity138.09

Rate-

Amount 9739.91

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 A

Quantity46.85

Rate-

Amount 988.24

Road B

Quantity36.8

Rate-

Amount 965.98

Road F

Quantity60.71

Rate-

Amount 1064

Road I

Quantity46.85

Rate-

Amount 1021.63

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

Quantity-

Rate-

Amount -

Road A

Quantity101.91

Rate-

Amount 33.6

Road B

Quantity80.41

Rate-

Amount 33.6

Road F

Quantity68.59

Rate-

Amount 33.6

Road I

Quantity101.91

Rate-

Amount 33.6

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

Quantity-

Rate-

Amount -

Road A

Quantity39.8

Rate-

Amount 580

Road B

Quantity19.9

Rate-

Amount 580

Road F

Quantity29.85

Rate-

Amount 580

Road I

Quantity39.8

Rate-

Amount 580

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

Quantity14.17

Rate-

Amount 83688.7

Road B

Quantity6.88

Rate-

Amount 83688.7

Road F

Quantity13.08

Rate-

Amount 83688.7

Road I

Quantity14.17

Rate-

Amount 83688.7

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 A

Quantity13

Rate-

Amount 6028.28

Road B

Quantity13

Rate-

Amount 5998.23

Road F

Quantity16.21

Rate-

Amount 5548

Road I

Quantity13

Rate-

Amount 6073.36

VRCC M 30 (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 APPROACH SLAB.

Quantity-

Rate-

Amount -

Road A

Quantity18.27

Rate-

Amount 8231.82

Road B

Quantity18.27

Rate-

Amount 8243.26

Road F

Quantity18.25

Rate-

Amount 8174

Road I

Quantity18.27

Rate-

Amount 8418.39

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 A

Quantity219

Rate-

Amount 550.92

Road B

Quantity115.5

Rate-

Amount 548.63

Road F

Quantity188.27

Rate-

Amount 561.7

Road I

Quantity219

Rate-

Amount 554.36

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

Quantity12.61

Rate-

Amount 13437.14

Road B

Quantity4.77

Rate-

Amount 17474.77

Road F

Quantity11.88

Rate-

Amount 16215

Road I

Quantity12.61

Rate-

Amount 17362.81

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 A

Quantity6.07

Rate-

Amount 9471.9

Road B

Quantity6.07

Rate-

Amount 12285.17

Road F

Quantity6.74

Rate-

Amount 11823

Road I

Quantity6.07

Rate-

Amount 12360.3

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

Quantity6

Rate-

Amount 2216

Road B

Quantity2

Rate-

Amount 2216

Road F

Quantity8

Rate-

Amount 2216

Road I

Quantity6

Rate-

Amount 2216

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 A

Quantity117.12

Rate-

Amount 399.8

Road B

Quantity61.76

Rate-

Amount 399.8

Road F

Quantity98

Rate-

Amount 399.8

Road I

Quantity117.12

Rate-

Amount 399.8

Refilling with carted earth with the lead of 5Km 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

Quantity19.29

Rate-

Amount 164.95

Road B

Quantity22.33

Rate-

Amount 164.95

Road F

Quantity50.75

Rate-

Amount 164.95

Road I

Quantity18.27

Rate-

Amount 164.95

Refilling with Site earth available excluding 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

Quantity83.6

Rate-

Amount 33.6

Road B

Quantity96.8

Rate-

Amount 33.6

Road F

Quantity220

Rate-

Amount 33.6

Road I

Quantity79.2

Rate-

Amount 33.6

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

Quantity-

Rate-

Amount -

Road H

Quantity100

Rate-

Amount 890

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 64674925

Add GST at 12%

Quantity1

Rate-

Amount 7760991

Total Value put to Tender

Quantity1

Rate-

Amount 72435916

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 -

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