Highways Department Tender

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Highways Department Tender

Works

Bridge Construction

Civil And Construction

Road Construction

Civil Works Others

Eprocure

Kanchipuram, Tamil Nadu

Opening Date15 Nov 2024

Closing Date18 Dec 2024

Tender Amount₹ 42,00,00,000

Notes

Download

Costs

EMD
₹ 21,10,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Widening from Two Lane with Paved Shoulders to Four Lane and Strengthening at km 0/0 - 8/1 of Kanchipuram Byepass (west) including Widening of Slab Culverts,

Description

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Contact

Tender Id
2024_HWAY_500525_1
Tender No
TN.36/Sl.No.08/KPM 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

Download All

Tender Notice-1116.3 kBTendernotice_1.pdf

NIT

BOQ-1478.2 kBBOQ_595098.xls

BOQ

Document-3614.7 kBPQ_Byepass.pdf

Pre Qualification Volume I

Document-2593.8 kBPricebid_Byepass.p...Pricebid_Byepass.pdf

Price Bid Document Volume II

Document-163.5 kBTender_Detail_2024...Tender_Detail_2024_HWAY_500525_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road Work

Quantity39003

Rate123

Amount 4807509.78

Sub Work-Branch road Improvement

Quantity2519.13

Rate123

Amount 310507.96

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 bstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Embankment/Subgrade using carted earth of CBR 8 Soil of lead 10 km

Quantity-

Rate-

Amount -

Road Work

Quantity49533

Rate341

Amount 16926416.76

Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreding , watering etc., complete as directed by the departmental engineers for making up of low berms

Quantity-

Rate-

Amount -

Road Work

Quantity5171

Rate26

Amount 137755.44

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 soil compactor to achieve the desired density, complete as per clause 401 -for grading- V Material

Quantity-

Rate-

Amount -

Road Work

Quantity7549

Rate1798

Amount 13575140.23

Sub Work-Branch road Improvement

Quantity757.7

Rate1798

Amount 1362549.18

Quantity-

Rate-

Amount -

Road Work

Quantity4441

Rate1886

Amount 8379412.03

Sub Work-Branch road Improvement

Quantity503.25

Rate1886

Amount 949547.2

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 Work

Quantity15386

Rate2070

Amount 31853789.66

Sub Work-Branch road Improvement

Quantity1258.16

Rate2070

Amount 2604781.23

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 Work

Quantity66777

Rate80

Amount 5376884.04

Sub Work-Branch road Improvement

Quantity4917.92

Rate80

Amount 395990.92

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, entals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road Work

Quantity66777

Rate18

Amount 1221351.33

Sub Work-Branch road Improvement

Quantity4917.92

Rate18

Amount 89948.76

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 Work

Quantity50573

Rate26

Amount 1346758.99

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal ith 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5. -Grading I

Quantity-

Rate-

Amount -

Road Work

Quantity6678

Rate8841

Amount 59044939.38

Sub Work-Branch road Improvement

Quantity13.33

Rate8841

Amount 117859.99

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 -Grading II

Quantity-

Rate-

Amount -

Road Work

Quantity1983

Rate9565

Amount 18968426.16

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 VG40 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 gradesand 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 -Grade-II

Quantity-

Rate-

Amount -

Road Work

Quantity813

Rate8173

Amount 6645380.7

Sub Work-Branch road Improvement

Quantity238.9

Rate8173

Amount 1952744.71

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

Quantity-

Rate-

Amount -

Road Work

Quantity4695

Rate10891

Amount 51137001

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 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 Grading II

Quantity-

Rate-

Amount -

Sub Work-Branch road Improvement

Quantity148.94

Rate10364

Amount 1543760.12

Sub-Estimate - Widening of Slab Culvert at Km 6/10 of Kanchipuram byepass (West)

Quantity-

Rate-

Amount -

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity448.72

Rate387

Amount 173654.64

Plain Cement Concrete of grade M15 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 including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity17.22

Rate6168

Amount 106212.96

Vibrated Cement Concrete of Grade M-20, Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton .

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity321.16

Rate7023

Amount 2255506.68

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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity194.59

Rate8303

Amount 1615680.77

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.as per Section 1500,1700 & 2200 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity6.77

Rate12879

Amount 87190.83

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

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity12.66

Rate110

Amount 1392.6

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 and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity35.02

Rate11975

Amount 419364.5

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 OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity7.2

Rate18172

Amount 130838.4

Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm 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 PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity5.46

Rate13183

Amount 71979.18

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 -

Sub work -Slab culvert

Quantity5.96

Rate6767

Amount 40331.32

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, and hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity13.02

Rate9449

Amount 123025.98

Supply and fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity6.03

Rate95610

Amount 576337.08

Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity0.9

Rate95610

Amount 86431.44

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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity122.76

Rate667

Amount 81979.13

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity4

Rate2498

Amount 9992.4

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity47.22

Rate1339

Amount 63227.58

Providing and fixing moulded Bitumen joint pad, for expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity8.21

Rate479

Amount 3932.59

Filling behind Abutments and return wall 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. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity52.48

Rate329

Amount 17265.92

Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity65.76

Rate192

Amount 12658.8

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity11.94

Rate486

Amount 5805.23

Quantity-

Rate-

Amount -

Sub work -Slab culvert

Quantity7.37

Rate4308

Amount 31755.12

Sub-Estimate - Reconstruction of box culverts at km 0/2,0/6,0/10,1/2(i),(ii),1/4(i),(ii),(iii),1/6(i),(ii),1/8,1/10,2/2,2/6,3/8,3/10,4/2(i),(ii),4/4(i),(ii),4/6(i),(ii),4/8,5/2(i),(ii),5/4,5/6,5/8,6/2,6/87/2(i0,(ii),7/4,7/6(i),(ii),7/8,8/1 of Kanchipuram byepass (west)

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.

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity789.58

Rate486

Amount 383893.8

Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity9659.66

Rate289

Amount 2795215.81

Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity667.85

Rate6123

Amount 4089499.33

Vibrated Reinforced Cement Concrete of M25 grade (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 -

Sub work-Box Culverts

Quantity2844.56

Rate12351

Amount 35133786.36

Supply and fabrication of STEEL grade Fe500 D for 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.

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity203.09

Rate95610

Amount 19417721.73

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet..

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity2837.53

Rate7859

Amount 22301652.16

Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity1856.66

Rate670

Amount 1244314.97

Sub-Estimate - Construction of RCC Retaining Wall at km 3/400-3/520 of Kanchipuram Bye Pass (west)

Quantity-

Rate-

Amount -

Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity720

Rate387

Amount 278640

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity45

Rate6132

Amount 275940

Vibrated Reinforced Cement Concrete of grade M25 Design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALLS FOR BELOW GROUND LEVEL as per Section 1500,1700 & 2200 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity276

Rate9733

Amount 2686308

Vibrated reinforced Cement Concrete of grade M25 Design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALLS FOR ABOVE GROUND LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity216

Rate13404

Amount 2895264

Vibrated Cement Concrete M-20, Grade, Nominal 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 PCC PARAPET OVER Retaining Wall. as per Section 811,1700 & 2703.3 of MORT&H Specficaton

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity27

Rate12295

Amount 331965

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity23.35

Rate95610

Amount 2232493.5

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity194

Rate192

Amount 37345

Quantity-

Rate-

Amount -

Sub work-Retaining wall

Quantity260

Rate1369

Amount 355940

Sub-Estimate - Providing Kerb type Center median at km 0/0 - 8/100 of Kanchipuram Bypass (West)

Quantity-

Rate-

Amount -

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 fixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.

Quantity-

Rate-

Amount -

Sub work-Centre Median

Quantity15921.78

Rate492

Amount 7845775.53

Refilling with available excavated earth layers,not exceeding limits including watering and all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH Vth Rev.,111,112,301,304,305,2907

Quantity-

Rate-

Amount -

Sub work-Centre Median

Quantity2571.15

Rate42

Amount 110173.78

Sub-Estimate - Providing Road Furniture for the work of km 0/0 - 8/100 of Kanchipuram Bypass (West)

Quantity-

Rate-

Amount -

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 -

Sub work-Road Furniture

Quantity7473.48

Rate890

Amount 6651397.2

Road Markers/Road Stud with Lens Reflector - 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 and 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 D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity8497

Rate480

Amount 4078560

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction 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 MORTH specification no 801)

Quantity-

Rate-

Amount -

Sub work-Road Furniture (60 cm circular)

Quantity15

Rate4513

Amount 67695

Sub work-Road Furniture (90 cm Equilateral triangle)

Quantity140

Rate5126

Amount 717640

Sub work-Road Furniture (90 cm octagon)

Quantity19

Rate8205

Amount 155895

Sub work-Road Furniture (80 x 60 cm rectangular )

Quantity121

Rate6349

Amount 768229

Providing and erecting of retro refectorised 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction 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 MORTH specification no 801)

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity55

Rate4000

Amount 220000

Providing and erecting direction and place identification retro-reflectorised sign made out of high intensity Prismatic grade sheeting confirming to Type XI standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012( For location of Blackspot,curve,Sharp bend,Junction,Ghat roads and critical zone application ( for sign having area more than 0.9 sqm (type XI)

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity15.36

Rate14355

Amount 220492.8

Proving and fixing Solar powered Traffic Blinkers of30cm dia with Polycarbonate Dome 5mm Red of Led150 Nos. iri each Red Blinkers Light - 1 No. with Red/ White / Blue Led Blinkers Delineator Solar Panel :12v 50w SolarPanel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box.Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feetheight pole (1 No.) with 2 Feet under ground polefoundation, pole painting including transportationcharges, installation charges etc., complete as per standard specification

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity12

Rate25000

Amount 300000

Metal Beam Crash Barrier Type - A, “W” Double Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity600

Rate6500

Amount 3900000

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. of size 12.00 m X 1.8 m

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity1

Rate1015160

Amount 1015160

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity1

Rate540490

Amount 540490

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

Quantity-

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Basic cost of value put to tender as per estimate

Quantity1

Rate355897482

Amount -

Add GST at 18%

Quantity1

Rate64061547

Amount -

Total Value put to Tender

Quantity1

Rate419959029

Amount -

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Quantity1

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Amount -

Final Quoted Value

Quantity1

Rate-

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Add GST at 18% of Final Quoted Value

Quantity1

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Total Value of Contract Including 18% of GST

Quantity1

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Basic cost of value put to tender as per Estimate

Quantity-

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Amount 355897482

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

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