Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Eprocure

Cuddalore, Tamil Nadu

Opening Date25 Sep 2024

Closing Date15 Oct 2024

Tender Amount₹ 4,53,25,000

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Costs

EMD
₹ 2,40,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
2024_HWAY_487999_1
Bid Award Id
View
Tender No
TN.No.24/2024-25/HDO Dt.16.09.2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-155.2 kBTendernotice_1.pdf

Tender Notice

BOQ-1509.4 kBBOQ_579883.xls

BoQ

Corrigendum-165.2 kB24.pdf

Corrigendum

Document-3410.4 kB54-Price_Bid_24-25...54-Price_Bid_24-25.pdf

Price Bid Document (Vol-II)

Document-2391.3 kB54-PQ-2024-25.pdf

PQ Document (Vol-I)

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road B

Quantity1930

Rate591294

Amount 306.37

Construction of granular sub-base-V 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 soil compactor to achieve the desired density, complete as per clause 401

Quantity-

Rate-

Amount -

Road B

Quantity222.3

Rate490224

Amount 2205.24

Road D

Quantity430.6

Rate839997

Amount 1950.76

Picking 5cm to 10cm old metalled surface and sectioning 1Sqm and clearing away from the site and depositing the debris including labour charges for picking etc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,202

Quantity-

Rate-

Amount -

Road B

Quantity500

Rate10920

Amount 21.84

Road D

Quantity49.69

Rate1085

Amount 21.84

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road B

Quantity595.5

Rate1288245

Amount 2163.3

Road D

Quantity717.66

Rate1530173

Amount 2132.17

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road B

Quantity2981.85

Rate242692

Amount 81.39

Road D

Quantity2870.67

Rate233586

Amount 81.37

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road B

Quantity2981.85

Rate55850

Amount 18.73

Road D

Quantity2870.67

Rate53738

Amount 18.72

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A

Quantity18375

Rate495757

Amount 26.98

Road C

Quantity3750

Rate101175

Amount 26.98

Road D

Quantity994.51

Rate26831

Amount 26.98

Road E

Quantity9000

Rate242820

Amount 26.98

Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road D

Quantity46.46

Rate984

Amount 21.18

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A

Quantity164.74

Rate1374366

Amount 8342.64

Road B

Quantity149.13

Rate1251331

Amount 8390.88

Road C

Quantity35.58

Rate296831

Amount 8342.64

Road D

Quantity148.02

Rate1237006

Amount 8357.02

Road E

Quantity98.88

Rate826381

Amount 8357.42

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A

Quantity551.25

Rate5818333

Amount 10554.8

Road B

Quantity89.47

Rate949538

Amount 10612.93

Road C

Quantity112.5

Rate1187415

Amount 10554.8

Road D

Quantity116.84

Rate1236079

Amount 10579.25

Road E

Quantity270

Rate2856581

Amount 10579.93

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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 making up of low berms with conveyance

Quantity-

Rate-

Amount -

Road A (Lead 8 Km)

Quantity858

Rate239390

Amount 279.01

Road C (Lead 9 Km)

Quantity160

Rate46830

Amount 292.69

Road E (Lead 10 Km)

Quantity450.4

Rate137989

Amount 306.37

Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification

Quantity-

Rate-

Amount -

Road D

Quantity283.84

Rate163599

Amount 576.38

Re Filling using excavated earth laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Centre Median

Quantity-

Rate-

Amount -

Road D

Quantity70.16

Rate3006

Amount 42.85

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 berms as per MORTH No. 111, 112, 201, 202, 301, 302.

Quantity-

Rate-

Amount -

Road D

Quantity103

Rate31556

Amount 306.37

Culvert

Quantity-

Rate-

Amount -

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for plain Cement Concrete

Quantity-

Rate-

Amount -

Road D

Quantity14.27

Rate6938

Amount 486.2

Road F

Quantity15.48

Rate7526

Amount 486.2

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for Brick work in Cement Mortors per MORTH No.111,112,202

Quantity-

Rate-

Amount -

Road F

Quantity2.7

Rate764

Amount 283.14

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock 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 FOUNDATION OF BOX CULVERT as per MORTH No. 111, 112, 304.

Quantity-

Rate-

Amount -

Road D

Quantity202.89

Rate50016

Amount 246.52

Road F

Quantity329

Rate81105

Amount 246.52

Stone dust filling with good dry stone dust from approved quarry including cost and conveyance to site including all labour charges for filling watering and consolidation etc. complete for foundation as per the drawing and standard specification as per MORTH No. 111,112,900

Quantity-

Rate-

Amount -

Road F

Quantity26.79

Rate10375

Amount 387.3

Plain cement concrete of grade M15 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 for BASE COURSE BELOW BOX PORTION as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100

Quantity-

Rate-

Amount -

Road D

Quantity16.42

Rate104081

Amount 6338.73

Road F

Quantity26.79

Rate169729

Amount 6335.56

Vibrated Reinforced Cement Concrete of grade M25 DESIGN MIX using ISS size graded 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 BELOW & SILABOVE SILL as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200

Quantity-

Rate-

Amount -

Road D

Quantity80.76

Rate928359

Amount 11495.29

Road F

Quantity129.79

Rate1460526

Amount 11253

Vibrated Cement Concrete of Grade M20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 for Below sill as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200

Quantity-

Rate-

Amount -

Road D

Quantity27.57

Rate233915

Amount 8484.42

Road F

Quantity86.34

Rate615922

Amount 7133.69

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 for PARAPETS OVER BOX culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200

Quantity-

Rate-

Amount -

Road D

Quantity14.69

Rate141555

Amount 9636.15

Road F

Quantity101.68

Rate840551

Amount 8266.64

Supply and fabrication of Fe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping 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 as directed by the Engineer as per MORTH No. 111, 112, 900, 1000

Quantity-

Rate-

Amount -

Road D

Quantity5.26

Rate502908

Amount 95610

Road F

Quantity8.07

Rate771572

Amount 95610

Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706

Quantity-

Rate-

Amount -

Road D

Quantity7.52

Rate1527

Amount 203.1

Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel toworksite, laying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings as per MORTH No. for filling box culvert Approach.

Quantity-

Rate-

Amount -

Road D

Quantity19.19

Rate6567

Amount 342.21

Road F

Quantity20.51

Rate8982

Amount 437.95

Diversion Road

Quantity-

Rate-

Amount -

Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all matrials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900 - For Diversion Road

Quantity-

Rate-

Amount -

Road D

Quantity7.5

Rate32076

Amount 4276.8

Road F

Quantity7.5

Rate32076

Amount 4276.8

Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2900 - For Diversion Road

Quantity-

Rate-

Amount -

Road D

Quantity7.5

Rate1996

Amount 266.2

Road F

Quantity7.5

Rate1996

Amount 266.2

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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 Diversion Road as per MORTH No. 111, 112, 304.

Quantity-

Rate-

Amount -

Road D

Quantity240.37

Rate73642

Amount 306.37

Road F

Quantity225.75

Rate69163

Amount 306.37

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 - For Diversion Road

Quantity-

Rate-

Amount -

Road D

Quantity16.88

Rate35991

Amount 2132.17

Road F

Quantity15.19

Rate32387

Amount 2132.17

Approach Road

Quantity-

Rate-

Amount -

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock 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 Box cutting as per MORTH No. 111, 112, 304.

Quantity-

Rate-

Amount -

Road F

Quantity16

Rate1972

Amount 123.26

Construction of Granular Sub-Base-III 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 soil compactor to achieve the desired density, complete as per clause 401 - For Approach Road

Quantity-

Rate-

Amount -

Road F

Quantity20.79

Rate42680

Amount 2052.93

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant,conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 - For Approach Road

Quantity-

Rate-

Amount -

Road F

Quantity34.65

Rate73879

Amount 2132.17

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road F

Quantity138.6

Rate11276

Amount 81.36

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road F

Quantity138.6

Rate2594

Amount 18.72

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road F

Quantity140

Rate3777

Amount 26.98

Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road F

Quantity68.15

Rate1443

Amount 21.18

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road F

Quantity15.84

Rate132147

Amount 8342.64

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road F

Quantity9.5

Rate100270

Amount 10554.8

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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 making up of low berms with conveyance (Lead 10 Km)

Quantity-

Rate-

Amount -

Road F

Quantity3.2

Rate980

Amount 306.37

Retaining Wall

Quantity-

Rate-

Amount -

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, tools, equipments and all incidental charges and sheeting,shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions,trimming of bottom of excavation back filing,clearing up the site and disposal of all surplus materials etc., complete as per MORT&H No.304 for Foundation of PCC Retaining Walls

Quantity-

Rate-

Amount -

Road B

Quantity340

Rate41908

Amount 123.26

Road D

Quantity241.8

Rate29804

Amount 123.26

Cement Concrete of grade M10 (Nominal mix) using 40 mm ISS HBG metal with M-Sand including cost and conveyance of all materials to site and 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 etc., complete as per relevant standard specification as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL

Quantity-

Rate-

Amount -

Road B

Quantity37.78

Rate243687

Amount 6450.18

Road D

Quantity30.23

Rate191619

Amount 6338.73

Vibrated Cement Concrete M20 using 40mm ISS HBG graded metal with M-Sand including cost and conveyance of all materials to site, including cost of cement centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths but excluding cost of steel but including tools and plants employed as per relevant standard specifications as directed by the Engineer as per MORTH No. 111,112,900,1000, 1500, 1700, 2200 FOUNDATION OF RETAINING WALLS (BELOW SILL LEVEL)

Quantity-

Rate-

Amount -

Road B

Quantity226.67

Rate1635877

Amount 7217

Road D

Quantity187.98

Rate1378902

Amount 7335.37

Vibrated Cement Concrete M20 using 40mm ISS HBG graded metal with M-Sand including cost and conveyance of all materials to site, including cost of cement centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths but excluding cost of steel but including tools and plants employed as per relevant standard specifications as directed by the Engineer as per MORTH No. 111,112,900,1000, 1500, 1700, 2200 Stem of Retaining Wall

Quantity-

Rate-

Amount -

Road B

Quantity215.97

Rate2515776

Amount 11648.73

Road D

Quantity144.05

Rate1309910

Amount 9093.44

Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal with M-Sand including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, lead for soft water, labour charges for mixing, transporting laying and curing concrete working at depths Tools and plants and all other incidental charges etc. complete as per standard specification as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 Broken Parapet over Retaining Wall

Quantity-

Rate-

Amount -

Road B

Quantity9

Rate66099

Amount 7344.38

Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706

Quantity-

Rate-

Amount -

Road B

Quantity138

Rate28027

Amount 203.1

Road D

Quantity132.68

Rate26947

Amount 203.1

Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges andincidental chages etc., complete and in accordance with standard specifications between Retaining wall as per MORTH Vth Rev., 305 & 2907.

Quantity-

Rate-

Amount -

Road B

Quantity393

Rate16840

Amount 42.85

Road D

Quantity283.65

Rate12154

Amount 42.85

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 38377289

Add GST at 18%

Quantity1

Rate-

Amount 6907912

Total Value put to Tender

Quantity1

Rate-

Amount 45285201

Difference in Value

Quantity1

Rate-

Amount -

Bidder quoted value

Quantity1

Rate-

Amount -

Add GST at 18% of Final quoted Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate38377289

Amount -

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