Highways Department Tender

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Highways Department Tender

Works

Bridge Construction

Eprocure

Chengalpattu - Tamil Nadu,

Chennai - Tamil Nadu

Opening Date21 Nov 2024

Closing Soon24 Dec 2024

Tender Amount₹ 37,01,06,000

Email

Download

Costs

EMD
₹ 18,61,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Widening From Four Lane To Six Lane And Strengthening At Km 30/0 - 32/5 Of Chennai - Mamallapuram Road (via)

Description

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Contact

Tender Id
2024_HWAY_503132_1
Tender No
TN.38/Sl.No.01/CPT Div/CRIDP 2024-25
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1103.5 kBTendernotice_1.pdf

NIT

BOQ-1515.6 kBBOQ_598363.xls

BOQ

Document-37.8 MBPricebid_OMR.pdf

Price Bid Document Volume II

Document-2621.3 kBPQ_OMR.pdf

Pre Qualification Volume I

Document-163.5 kBTender_Detail_2024...Tender_Detail_2024_HWAY_503132_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

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a) box cutting for wideneing portion

Quantity45301

Rate123

Amount 5583801.26

Refilling the excavated earth and 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 for road work

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Road A

Quantity24528

Rate26

Amount 653425.92

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

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Amount -

Road A

Quantity11069

Rate2353

Amount 26056315.31

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- III Material

Quantity-

Rate-

Amount -

Road A

Quantity5920

Rate2444

Amount 14468657.6

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 MORTH Rev. V Specification

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Road A

Quantity14799

Rate2290

Amount 33894593.67

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 - over WMM as per MORTH Rev. V Specification

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Amount -

Road B

Quantity59196

Rate81

Amount 4850520.24

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 WMM granular surfaces treated with primer

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Road A

Quantity59196

Rate18

Amount 1121764.2

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 Existing Bituminous Surface

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Amount -

Road A

Quantity47096

Rate27

Amount 1279127.36

Dense Graded 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- 40) at percentage specified by Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900.

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Amount -

Road C

Quantity2709

Rate10626

Amount 28788272.1

Dense Graded 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 compactionas per MORTH Rev. V Specification - Grading II

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Amount -

Road A

Quantity2606

Rate10367

Amount 27018278.32

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 VG40 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 Pneumatic Roller 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 hydrostatic (more than 5m width), Vibratory / Pneumatic 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 Grading II

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Road A

Quantity2811

Rate12079

Amount 33954434.43

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 Pneumatic Roller 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 hydrostatic (more than 5m width), Vibratory / Pneumatic 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 Grading II

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Road A

Quantity1081

Rate11772

Amount 12726396.8

Reconstruction of Centre Median and Construction of kerb type divider median in Chennai - Mamallapuram Road (via) Thiruporur (Rajiv Gandhi Salai) at Km 30/0 to 32/5

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Rate-

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Dismantling the damaged Center median Cement Concrete side walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete

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Road A

Quantity114

Rate486

Amount 55426.8

Excavation for roadway and drainage:- Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev. V clause No.111, 112, 201, 202, 301 to 305 a) Box cutting for CENTRE MEDIAN

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Road A

Quantity470.52

Rate123

Amount 57996.3

Plain Cement Concrete (1:2:4) M15 Nominal Mix using 20mm 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

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Road A

Quantity182.27

Rate6884

Amount 1254896.14

Providing Barrier Type Kerb Median for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all 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

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Amount -

Road B

Quantity9172.72

Rate502

Amount 4608741.44

Supply and fabrication of STEEL grade Fe.500 D requiredfor all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification for Median side walls.

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Rate-

Amount -

Road B

Quantity9.05

Rate95610

Amount 865270.5

Reinforced Vibrated Cement Concrete (1:1.5:3) M20 Nominal Mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but exclud ing cost of cement at site including soft water, labour charges for mixing, transpo rting, 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 PlanterBox Type median

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Amount -

Road B

Quantity151.82

Rate7607

Amount 1154894.74

Painting with primer over the Centre medians including cost of primer and labour charges, etc., including all other incidental charges as directed by departmental officers.

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Rate-

Amount -

Road B

Quantity750.55

Rate213

Amount 160542.65

Painting with One coat of White & Black paint including cost and conveyance of materials to worksite including all labour charges etc., complete For Centre Median

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Amount -

Road B

Quantity750.55

Rate235

Amount 176566.89

Providing and fixing seepage pipes of 110mm dia. PVC pipes of requied lengths for retaining wall including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc., complete as per standard specifications

Quantity-

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Amount -

Road B

Quantity624.96

Rate203

Amount 126929.38

WIDENING OF MINOR BRIDGE AT KM 30/10 OF CHENNAI - MAMALLAPURAM ROAD (VIA) THIRUPORUR (RAJIV GANDHI SALAI).

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Dismantling the the existing Reinforced Cement Concrete & Plain Cement concrete in the existing causeway / 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.

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Amount -

Road B

Quantity29

Rate486

Amount 14099.8

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, 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.

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Amount -

Road B

Quantity988

Rate123

Amount 121780.88

Earthwork excavation in all classes of soil in Soft disintegrated Rock / Kankar not requiring blasting,except 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 relevantstandard specification for FOUNDATION OF Raft, Cut off walls Flexible apron toe wall U/s & D/s

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Rate-

Amount -

Road B

Quantity5452

Rate387

Amount 2109924

Plain Cement Concrete of grade M10 (nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cos t of formwork, soft water, labour charges for mixing, transpoting, layingand curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds,Cofferdams , shoring , strutting etc., complete as per relevent standard specifications for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS, FOUNDATION FOOTINGS BELOW ABUTMENT AND WING Wall.

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Rate-

Amount -

Road B

Quantity158

Rate5744

Amount 907552

Filling inside the raft with M.Sand including cost and conveyance of Dust to worksite, 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 inside the Raft.

Quantity-

Rate-

Amount -

Road B

Quantity3613

Rate1751

Amount 6326363

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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for RAFT FOUNDATION

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Rate-

Amount -

Road B

Quantity1337

Rate9457

Amount 12645292.52

Vibrated Cement Concrete of grade M25( Design 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS ABOVE SILL LEVEL-

Quantity-

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Amount -

Road B

Quantity644

Rate7999

Amount 5151491.24

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, -

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Rate-

Amount -

Road B

Quantity41

Rate10300

Amount 422311.07

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs 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, -

Quantity-

Rate-

Amount -

Road B

Quantity256

Rate192

Amount 49280

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 B

Quantity119

Rate110

Amount 13090

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, Kerbs and Footpath

Quantity-

Rate-

Amount -

Road B

Quantity910

Rate12029

Amount 10947281.8

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-

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Amount -

Road A

Quantity137

Rate1556

Amount 213172

Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite,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.

Quantity-

Rate-

Amount -

Road A

Quantity285

Rate329

Amount 93765

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

Quantity163

Rate653

Amount 106504.2

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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.

Quantity-

Rate-

Amount -

Road A

Quantity185.5

Rate95610

Amount 17735655

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

Quantity43

Rate6803

Amount 292542.76

Vibrated reinforced cement concrete M30 (Design mix) using 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 chages etc., complete for Approach Slab

Quantity-

Rate-

Amount -

Road A

Quantity57

Rate9520

Amount 542658.24

Vibrated cement Concrete M30 (design mix) using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat over deck slab and approach slab.

Quantity-

Rate-

Amount -

Road A

Quantity434

Rate9196

Amount 3991064

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAILS AND POSTS OVER DECK SLAB.

Quantity-

Rate-

Amount -

Road A

Quantity86

Rate1329

Amount 114294

Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for CC PARAPETS OVER WINGS.

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Rate-

Amount -

Road A

Quantity6

Rate7461

Amount 44766

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 A

Quantity20

Rate2498

Amount 49962

Rough Stone dry packing for the specified thickness for apron using good size rough stone properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidental charges etc ., complete for flexible Apron

Quantity-

Rate-

Amount -

Road A

Quantity346

Rate2284

Amount 790499.28

Vibrated Cement Concrete of grade M 15 Nominal Mix 1:2:4 using 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 Toe wall for apron

Quantity-

Rate-

Amount -

Road A

Quantity93

Rate10434

Amount 970362

Vibrated Reinforced Cement Concrete M-40, Grade, (Design Mix) using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS .

Quantity-

Rate-

Amount -

Road A

Quantity24.78

Rate19423

Amount 481301.94

Reconstruction of Box culvert at Km 30/8, 31/8, 31/10 & 32/5 of Chennai – Mamallapuram Road (via) Thiruporur (Rajiv Gandhi Salai)

Quantity-

Rate-

Amount -

Dismantling the the existing Plain Cement concrete in the existing causeway / 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. Salai)

Quantity-

Rate-

Amount -

Road A

Quantity144

Rate486

Amount 70012.8

Earthwork excavation in all classes of soil except soft 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

Quantity-

Rate-

Amount -

Road A

Quantity2299.63

Rate290

Amount 666892.7

Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 - for Foundation.

Quantity-

Rate-

Amount -

Road A

Quantity133.92

Rate6381

Amount 854621.19

Supply and fabrication of Tor Steel grade Fe-500D steel 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 palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per standard specifications No.1009,1600.

Quantity-

Rate-

Amount -

Road A

Quantity57.33

Rate95610

Amount 5481321.3

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert

Quantity-

Rate-

Amount -

Road A

Quantity793.33

Rate12781

Amount 10139963.26

Vibrated Cement Concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert Wearing coat 75mm uniform thick over deck slab.

Quantity-

Rate-

Amount -

Road A

Quantity416.06

Rate688

Amount 286623.73

Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200 for wing wall and Parapet Wall

Quantity-

Rate-

Amount -

Road A

Quantity107.13

Rate8617

Amount 923229.2

Construction of Retaining wall at Km.30/8,31/6,31/10 of Chennai – Mamallapuram Road (via) Thiruporur (Rajiv Gandhi Salai)

Quantity-

Rate-

Amount -

Earthwork excavation in all classes of soil except soft 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 RETAINING WALL

Quantity-

Rate-

Amount -

Road A

Quantity2372.79

Rate290

Amount 688109.1

Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 - for Foundation.

Quantity-

Rate-

Amount -

Road A

Quantity226.35

Rate6373

Amount 1442691.52

Supply and fabrication of Tor steel grade Fe-500 D steel 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 palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per standard specifications No.1009,1600.

Quantity-

Rate-

Amount -

Road A

Quantity74.06

Rate95610

Amount 7080876.6

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RETAINING WALL.

Quantity-

Rate-

Amount -

Road A

Quantity1450.2

Rate11214

Amount 16262890.85

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Parapet

Quantity-

Rate-

Amount -

Road A

Quantity37.59

Rate9215

Amount 346424.93

Providing Road Furniture & Thermoplastic Painting at Km 30/0 - 32/5

Quantity-

Rate-

Amount -

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 A

Quantity3721.5

Rate890

Amount 3312135

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate /ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/ 10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ - 2mm arid height not less than 30+/ - 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete

Quantity-

Rate-

Amount -

Road A

Quantity3178

Rate480

Amount 1525440

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self- illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable o providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063: 1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm x 100 mm x 100 mm. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. Two Years Warranty Certificate for Solar RPM for the Quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.

Quantity-

Rate-

Amount -

Road A

Quantity68

Rate3300

Amount 224400

Providing and erecting of Retro - Reflector›sed Cautionary, Maridatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. 10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in Charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MORT&H Specification No.801)

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Rate-

Amount -

(60 cm equilateral triangle )

Quantity14

Rate3228

Amount 45192

90 cm high octagon

Quantity2

Rate8205

Amount 16410

60 cm circular

Quantity6

Rate4513

Amount 27078

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-20 12. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)

Quantity-

Rate-

Amount -

Road A

Quantity10

Rate11805

Amount 118050

Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grillJ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Quantity-

Rate-

Amount -

Road A

Quantity1736

Rate470

Amount 815920

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)

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Rate-

Amount -

Road B

Quantity24

Rate4000

Amount 96000

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

Rate313647987

Amount -

Add GST at 18%

Quantity1

Rate56456638

Amount -

Total Value put to Tender

Quantity1

Rate370104625

Amount -

Quoted value

Quantity1

Rate-

Amount -

Final 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-

Rate-

Amount 313647987

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

Quantity-

Rate-

Amount -

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