Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Tuticorin, Tamil Nadu

Opening Date30 Jan 2022

Closing Date4 Feb 2022

Tender Amount₹ 6,83,59,000

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Costs

EMD
₹ 3,52,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Wideg From Sl To Il Strg, Impts To Riding Quality, Reconsion Of Culvert Constion Of Retng Wall And Constrion Of Drain In Govt Roads Of Thoothukudi H Cand M Sub Division Tnv 17

Description

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Contact

Tender Id
2022_HWAY_219240_1
Bid Award Id
View
Tender No
TN No12 2021 2022 HDO Dated 23 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-1107.6 kBTendernotice_1.pdf

Notice

BOQ-1432.1 kBBOQ_259229.xls

BOQ

Document-2971.9 kBPricebid_Tut.pdf

Pricebid

Document-1563.7 kBPQ_TUT.pdf

PQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD C

Quantity243.83

Rate-

Amount 17.15

ROAD D

Quantity247.33

Rate-

Amount 17.15

ROAD E

Quantity187.5

Rate-

Amount 17.15

ROAD F

Quantity750

Rate-

Amount 17.15

ROAD G

Quantity446.13

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 A

Quantity1413.45

Rate-

Amount 96.6

ROAD B

Quantity919.8

Rate-

Amount 96.6

ROAD E

Quantity75

Rate-

Amount 96.6

ROAD F

Quantity300

Rate-

Amount 96.6

ROAD G

Quantity178.45

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

Quantity523.5

Rate-

Amount 1406.68

ROAD B

Quantity404.25

Rate-

Amount 1419.88

ROAD E

Quantity28.12

Rate-

Amount 1450.68

ROAD F

Quantity112.5

Rate-

Amount 1468.28

ROAD G

Quantity66.92

Rate-

Amount 1455.08

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 A

Quantity261.75

Rate-

Amount 1497.81

ROAD B

Quantity245

Rate-

Amount 1511.01

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

Quantity1614.13

Rate-

Amount 1776

ROAD B

Quantity1767.5

Rate-

Amount 1776

ROAD C

Quantity109.73

Rate-

Amount 1776

ROAD D

Quantity111.3

Rate-

Amount 1776

ROAD E

Quantity46.88

Rate-

Amount 1776

ROAD F

Quantity187.5

Rate-

Amount 1776

ROAD G

Quantity111.53

Rate-

Amount 1776

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

Quantity12215

Rate-

Amount 70.15

ROAD B

Quantity7700

Rate-

Amount 70.15

ROAD C

Quantity731.5

Rate-

Amount 70.14

ROAD D

Quantity742

Rate-

Amount 70.13

ROAD E

Quantity187.5

Rate-

Amount 70.14

ROAD F

Quantity750

Rate-

Amount 70.15

ROAD G

Quantity446.13

Rate-

Amount 70.16

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

Quantity12215

Rate-

Amount 16.56

ROAD B

Quantity7700

Rate-

Amount 16.56

ROAD C

Quantity731.5

Rate-

Amount 16.56

ROAD D

Quantity742

Rate-

Amount 16.55

ROAD E

Quantity187.5

Rate-

Amount 16.56

ROAD F

Quantity750

Rate-

Amount 16.56

ROAD G

Quantity446.13

Rate-

Amount 16.56

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

Quantity24458.5

Rate-

Amount 22.57

ROAD D

Quantity7658

Rate-

Amount 22.57

Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over Existing CC surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Quantity-

Rate-

Amount -

ROAD A

Quantity220

Rate-

Amount 18.95

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 B

Quantity385

Rate-

Amount 7824.98

ROAD C

Quantity251.38

Rate-

Amount 7824.98

ROAD D

Quantity84

Rate-

Amount 7824.98

ROAD E

Quantity9.38

Rate-

Amount 7824.98

ROAD F

Quantity37.5

Rate-

Amount 7824.98

ROAD G

Quantity22.31

Rate-

Amount 7824.98

Dense Bituminous Macadam (Table - 500-10) (Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix 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.505) Grading II.

Quantity-

Rate-

Amount -

ROAD A

Quantity732.9

Rate-

Amount 9374.14

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

Quantity373.05

Rate-

Amount 10223

ROAD B

Quantity231

Rate-

Amount 10223

ROAD C

Quantity755.7

Rate-

Amount 10223

ROAD D

Quantity252

Rate-

Amount 10223

ROAD E

Quantity5.62

Rate-

Amount 10223

ROAD F

Quantity22.5

Rate-

Amount 10223

ROAD G

Quantity13.38

Rate-

Amount 10223

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 Carted Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900

Quantity-

Rate-

Amount -

ROAD B

Quantity46.2

Rate-

Amount 164.95

ROAD C

Quantity1380

Rate-

Amount 164.95

ROAD D

Quantity360

Rate-

Amount 164.95

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 A

Quantity615.6

Rate-

Amount 33.6

ROAD B

Quantity919.8

Rate-

Amount 33.6

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORTH Rev V Clause No.111,112 & 202 Dismantling existing RR Masonry

Quantity-

Rate-

Amount -

ROAD E

Quantity34.86

Rate-

Amount 221.9

ROAD F

Quantity105

Rate-

Amount 221.9

ROAD G

Quantity15.07

Rate-

Amount 221.9

Removing Cut Stone Slab

Quantity-

Rate-

Amount -

ROAD E

Quantity54.6

Rate-

Amount 402

ROAD G

Quantity72.15

Rate-

Amount 402

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

Quantity-

Rate-

Amount -

ROAD E

Quantity95.19

Rate-

Amount 193.2

ROAD F

Quantity154.58

Rate-

Amount 193.2

ROAD G

Quantity96.96

Rate-

Amount 193.2

Vibrated Cement Concrete of grade M15 Nominal Mix, 1:2:4 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE OF BOX CULVERT AND RETURN WALL.

Quantity-

Rate-

Amount -

ROAD E

Quantity15.03

Rate-

Amount 5539

ROAD F

Quantity10.29

Rate-

Amount 5651.36

ROAD G

Quantity7.76

Rate-

Amount 5588

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.

Quantity-

Rate-

Amount -

ROAD E

Quantity60.9

Rate-

Amount 8218

ROAD F

Quantity28.22

Rate-

Amount 8403.32

ROAD G

Quantity20.61

Rate-

Amount 8457

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.

Quantity-

Rate-

Amount -

ROAD E

Quantity43.66

Rate-

Amount 10382

ROAD F

Quantity19.74

Rate-

Amount 12281.85

ROAD G

Quantity14.94

Rate-

Amount 13609

Vibrated Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.

Quantity-

Rate-

Amount -

ROAD E

Quantity58.4

Rate-

Amount 9114

ROAD F

Quantity25.65

Rate-

Amount 9671.35

ROAD G

Quantity16.46

Rate-

Amount 9808

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications in BOX CULVERT AND RETURN WALL.

Quantity-

Rate-

Amount -

ROAD E

Quantity42.24

Rate-

Amount 193.5

ROAD F

Quantity83.68

Rate-

Amount 193.5

ROAD G

Quantity63.14

Rate-

Amount 193.5

Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification.

Quantity-

Rate-

Amount -

ROAD E

Quantity7.25

Rate-

Amount 83688.7

ROAD F

Quantity5.02

Rate-

Amount 83688.7

ROAD G

Quantity4.15

Rate-

Amount 83688.7

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

Quantity-

Rate-

Amount -

ROAD E

Quantity61.53

Rate-

Amount 1161.35

ROAD F

Quantity90.02

Rate-

Amount 1161.35

ROAD G

Quantity64.02

Rate-

Amount 1123.27

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

Quantity-

Rate-

Amount -

ROAD E

Quantity3.15

Rate-

Amount 6312

ROAD F

Quantity7.47

Rate-

Amount 6317.56

ROAD G

Quantity1.3

Rate-

Amount 6248

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

Quantity-

Rate-

Amount -

ROAD E

Quantity2

Rate-

Amount 2216

ROAD F

Quantity2

Rate-

Amount 2216

ROAD G

Quantity2

Rate-

Amount 2216

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

Quantity-

Rate-

Amount -

ROAD E

Quantity36.55

Rate-

Amount 5712

ROAD F

Quantity63.17

Rate-

Amount 5711.56

ROAD G

Quantity33.38

Rate-

Amount 5648

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

Quantity-

Rate-

Amount -

ROAD E

Quantity71.69

Rate-

Amount 7406

ROAD F

Quantity105.7

Rate-

Amount 7521.2

ROAD G

Quantity64.16

Rate-

Amount 7560

Forming Embankment and earthern shoulders with approved material obtained from areas shown in the separate for each and every KM having with 100% procter density transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300-2 MORT & H specification 95% compaction

Quantity-

Rate-

Amount -

ROAD E

Quantity1024.23

Rate-

Amount 173.93

ROAD F

Quantity1346.88

Rate-

Amount 173.93

ROAD G

Quantity1208.63

Rate-

Amount 173.93

Forming Embankment and earthern shoulders with approved material obtained from areas shown in the separate for each and every KM having with 100% procter density transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300-2 MORT & H specification 97% compaction

Quantity-

Rate-

Amount -

ROAD E

Quantity186.75

Rate-

Amount 174.88

ROAD F

Quantity205.5

Rate-

Amount 174.88

ROAD G

Quantity183.63

Rate-

Amount 174.88

Supply of NP3 Class 1000mm dia RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading , transport and delivery in good condition at work site etc.., complete, as directed by the Departmental Officers, as per standard Specifications.

Quantity-

Rate-

Amount -

ROAD E

Quantity15

Rate-

Amount 4034

ROAD F

Quantity15

Rate-

Amount 4034

ROAD G

Quantity15

Rate-

Amount 4034

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

Quantity-

Rate-

Amount -

ROAD B

Quantity231.04

Rate-

Amount 193.2

ROAD H

Quantity271.87

Rate-

Amount 193.2

Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL

Quantity-

Rate-

Amount -

ROAD B

Quantity77.01

Rate-

Amount 5475.16

ROAD H

Quantity90.62

Rate-

Amount 5475.16

Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

Quantity-

Rate-

Amount -

ROAD B

Quantity100.09

Rate-

Amount 6672.49

ROAD H

Quantity116.76

Rate-

Amount 6672.49

Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level

Quantity-

Rate-

Amount -

ROAD B

Quantity182.61

Rate-

Amount 8313.84

ROAD H

Quantity213.88

Rate-

Amount 8322.92

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

Quantity-

Rate-

Amount -

ROAD I

Quantity986.4

Rate-

Amount 193.2

STONE DUST FILLING in between Retaining wall with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete.

Quantity-

Rate-

Amount -

ROAD I

Quantity164.4

Rate-

Amount 156.1

EARTH FILLING in between Retaining wall with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete.

Quantity-

Rate-

Amount -

ROAD B

Quantity72.24

Rate-

Amount 33.6

FILLING in between Retaining wall with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete.

Quantity-

Rate-

Amount -

ROAD H

Quantity356.87

Rate-

Amount 316.68

Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION.

Quantity-

Rate-

Amount -

ROAD I

Quantity164.4

Rate-

Amount 5612.75

Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Side wall.

Quantity-

Rate-

Amount -

ROAD I

Quantity205.5

Rate-

Amount 6272.95

Vibrated Reinforced Cement Concrete M-25 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Cover Slab.

Quantity-

Rate-

Amount -

ROAD I

Quantity137

Rate-

Amount 8479.2

Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification.

Quantity-

Rate-

Amount -

ROAD I

Quantity5.18

Rate-

Amount 83688.7

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications in BOX CULVERT AND RETURN WALL.

Quantity-

Rate-

Amount -

ROAD B

Quantity96

Rate-

Amount 193.5

ROAD H

Quantity110

Rate-

Amount 193.5

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 61033728

Add GST at 12%

Quantity1

Rate-

Amount 7324047

Total Value put to Tender

Quantity1

Rate-

Amount 68357775

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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