Highways Department Tender

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Highways Department Tender

Works

Bridge Construction

Civil And Construction

Road Construction

Eprocure

Chengalpattu - Tamil Nadu,

Kanchipuram - Tamil Nadu

Opening Date15 Nov 2024

Closing Date18 Dec 2024

Tender Amount₹ 18,80,50,000

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Costs

EMD
₹ 9,51,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Widening from Two Lane with Paved Shoulders to Four Lane and Strengthening at Km 5/4 - 8/9 of Bukkathurai - Uthiramerur Road including Construction of Box

Description

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Contact

Tender Id
2024_HWAY_500484_1
Bid Award Id
View
Tender No
TN.36/Sl.No.07/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

Tender Notice-1116.3 kBTendernotice_1.pdf

NIT

BOQ-1548.4 kBBOQ_595058.xls

BOQ

Document-5621.6 kBPricebid_BU_road.p...Pricebid_BU_road.pdf

Price Bid Document Volume II

Document-4616.1 kBPQ_BU_road.pdf

Document-3614.3 kBPQ_BU_road.pdf

Pre Qualification Volume I

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road Work

Quantity1993

Rate21

Amount 43527.12

Excavation for Roadway and drainage 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 a) box cutting for widening portion

Quantity-

Rate-

Amount -

Road Work

Quantity19363

Rate123

Amount 2386683.38

Sub Work-Junction Improvement

Quantity239

Rate123

Amount 29459.14

Sub Work-Bus Laybyes

Quantity702

Rate123

Amount 86528.52

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

Quantity-

Rate-

Amount -

Road Work

Quantity6419

Rate61

Amount 397785.43

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

Quantity-

Rate-

Amount -

Road Work

Quantity10469

Rate341

Amount 3577466.68

Sub Work-Junction Improvement

Quantity134

Rate341

Amount 45790.48

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

Quantity3979

Rate1705

Amount 6787656.73

Sub Work-Junction Improvement

Quantity51

Rate1705

Amount 86999.37

Sub Work-Bus Laybyes

Quantity270

Rate1705

Amount 460584.9

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- III Material

Quantity-

Rate-

Amount -

Road Work

Quantity2094

Rate1794

Amount 3757536.42

Sub Work-Junction Improvement

Quantity27

Rate1794

Amount 48449.61

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

Quantity6136

Rate2070

Amount 12703422.16

Sub Work-Junction Improvement

Quantity67

Rate2070

Amount 138710.77

Sub Work-Bus Laybyes

Quantity450

Rate2070

Amount 931639.5

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

Quantity26946

Rate80

Amount 2169961.38

Sub Work-Junction Improvement

Quantity268

Rate80

Amount 21582.04

Sub Work-Bus Laybyes

Quantity1800

Rate80

Amount 144954

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

Quantity26946

Rate18

Amount 496075.86

Sub Work-Junction Improvement

Quantity268

Rate18

Amount 4933.88

Sub Work-Bus Laybyes

Quantity1800

Rate18

Amount 33138

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

Quantity27375

Rate26

Amount 731733.75

Sub Work-Junction Improvement

Quantity770

Rate26

Amount 20582.1

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50- 3.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 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 ther incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. Grading I

Quantity-

Rate-

Amount -

Road Work

Quantity2695

Rate8843

Amount 23832531.8

Sub Work-Junction Improvement

Quantity104

Rate8843

Amount 919696.96

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 & elow 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, onveying 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 ttending 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 -

Sub Work-Bus Laybyes

Quantity90

Rate9567

Amount 861053.4

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 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- 0t 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

Quantity975

Rate8175

Amount 7970703

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

Quantity2172

Rate10893

Amount 23661398.76

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 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, 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-Junction Improvement

Quantity42

Rate10367

Amount 435414

Sub Work-Bus Laybyes

Quantity54

Rate10367

Amount 559818

Sub-Estimate - PROVIDING CENTRE MEDIAN WITH BARRIER TYPE KERBS FROM Km 5/4 - 8/9 OF BUKKATHURAI - UTHIRAMERUR ROAD (SH 118)

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

Quantity-

Rate-

Amount -

Sub work-Centre Median

Quantity6937

Rate479

Amount 3325389.69

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

Quantity969

Rate42

Amount 41521.65

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, onveyance, welding charges, electrical charges, etc. complete

Quantity-

Rate-

Amount -

Sub work-Centre Median

Quantity6862

Rate1843

Amount 12646666

Sub-Estimate - WIDENING THE EXISTING MINOR BRIDGE AT Km 6/6 OF BUKKATHURAI - UTHIRAMERUR ROAD(SH 118)

Quantity-

Rate-

Amount -

Dismantling the PCC walls and removing from the same away from the site as directed by the dept. officers

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity69

Rate486

Amount 33547.8

Dismantling the RCC walls and removing from the same away from the site as directed by the dept. officers

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity9

Rate4308

Amount 38778.3

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for dressing the bed up to sill level and Flexible Aprons.

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity131

Rate123

Amount 16147.06

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

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity483

Rate447

Amount 216094.2

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 toe walls of Revetment

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity25

Rate123

Amount 3081.5

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 -Minor Bridge

Quantity16

Rate5925

Amount 94802.72

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for BELOW SILL LEVEL FOR ABUTMENTS, PIER AND WING WALLS

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity305

Rate6955

Amount 2121275

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for TOE WALLS OF REVETMENT..

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity25

Rate6002

Amount 150050

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS, ABOVE SILL LEVEL..

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity115

Rate8441

Amount 970715

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity6

Rate12257

Amount 73542

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB AND KERB

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity57

Rate13167

Amount 750519

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for BASE COURSE FOR APPROACH SLAB

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity7

Rate6002

Amount 42014

Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for APPROACH SLAB

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity15

Rate8997

Amount 134955

Vibrated Reinforced Cement concrete in M40 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CRASH BARRIER

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity9

Rate17808

Amount 160272

Supply and fabrication of Fe – 500D steel with high strength corrosion resistant rebar (TMT Her Grade M) 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 -

Sub work -Minor Bridge

Quantity11.1

Rate95610

Amount 1061271

Vibrated Cement concrete in CC M 15 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for CRASH BARRIER TYPE PARAPET WALL.

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity4.6

Rate12923

Amount 59445.8

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, complete as directed by the dept. officers.

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity24

Rate653

Amount 15681.6

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

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity15

Rate110

Amount 1650

Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete.

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity37

Rate1216

Amount 44992

Providing and fixing PVC seepage pipes of 110mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity68

Rate192

Amount 13090

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity4

Rate2498

Amount 9992.4

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab and approach slab

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity150.4

Rate655

Amount 98572.16

Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity54

Rate329

Amount 17766

Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying etc, complete.

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity35

Rate999

Amount 34982.5

Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete.

Quantity-

Rate-

Amount -

Sub work -Minor Bridge

Quantity232

Rate2273

Amount 527405.6

Sub-Estimate - Reconstruction of box culverts at km 5/400, km 5/10, Km 6/10, km 7/6 ( W), km 7/10, km 8/4(i), ii, iii, km 8/6, km 8/8 i, ii, iii , km 8/875 of Bukkathurai -Uthiramerur road (SH 118)

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

Quantity329.1

Rate486

Amount 160008.42

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

Quantity5235.42

Rate289

Amount 1514973.49

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

Quantity236.1

Rate5903

Amount 1393773.85

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

Quantity1103.02

Rate12007

Amount 13244126.59

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

Quantity82.19

Rate95610

Amount 7858185.9

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

Quantity1010.07

Rate7662

Amount 7739661.38

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

Quantity746.83

Rate653

Amount 488269.99

Supply 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 300 mm beyond the bottom of deck slab as shown in the drawing including cost and conveyence of G.I pipes and flats and fixing them in position , etc., complete as per cl2705 of MORT&h specification.

Quantity-

Rate-

Amount -

Sub work-Box Culverts

Quantity10

Rate2498

Amount 24981

Sub-Estimate - PROVIDING AND FIXING OF KM STONES, HM STONES & GUIDE POSTS IN Km 5/4 - 8/9 OF BUKKATHURAI - UTHIRAMERUR ROAD

Quantity-

Rate-

Amount -

Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Sub work-KM and HM stones

Quantity6

Rate2197

Amount 13182

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Sub work-KM and HM stones

Quantity30

Rate574

Amount 17239.5

Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,

Quantity-

Rate-

Amount -

Sub work-KM and HM stones

Quantity56

Rate1220

Amount 68332.32

Sub-Estimate - Providing road Furnitures and Thermoplastic Painting in km 5/4-8/900 of Bukkathurai - Uthiramerur Road

Quantity-

Rate-

Amount -

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

Quantity3257

Rate890

Amount 2898730

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

Quantity6047

Rate480

Amount 2902560

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 0.60m 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 M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, quipment, 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- eflection 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) rectangular size 60cm x 45cm

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity80

Rate6087

Amount 486960

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 0.60m 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 M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, quipment, 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- eflection 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) Warning Signs: size 90 cm equilateral triangle as per design of IRC-67-2012 (with defination board)

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity20

Rate6900

Amount 138000

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 0.60m 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 M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, quipment, 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- eflection 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) - 60 cm circularPrismatic 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 0.60m 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 M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, quipment, 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- eflection 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) (SOR 2024-2025) Warning Signs: size 90 x 90 x 90 Cms equilateral triangle as per design of IRC-67-2012 (with defination board)

Quantity-

Rate-

Amount -

Sub work-Road Furniture-60 cm circular

Quantity20

Rate6283

Amount 125660

Sub work-Road Furniture-90 high octagon

Quantity10

Rate9976

Amount 99760

Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI 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 5mmx25mmx3mm 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 0.60m 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 M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges ecessary for satisfactory completion of the work as directed by the engineer-in-charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 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. ( as per MoRT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) Rate per sqm ( for sign having area more than 0.9 sqm) Type - XI

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity21.6

Rate14355

Amount 310068

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 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 inimum 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) 30cm x 90cm rectangular

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity42

Rate4000

Amount 168000

Providing fixing of Rigid 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 oom 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. he 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 Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on bothside of median marker for distinct identification.

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity700

Rate470

Amount 329000

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity157

Rate2400

Amount 376800

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 hannels 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 ong 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

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Rate-

Amount -

Sub work-Road Furniture

Quantity400

Rate6500

Amount 2600000

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 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 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges tc., complete as per standard specification.

Quantity-

Rate-

Amount -

Sub work-Road Furniture

Quantity12

Rate25000

Amount 300000

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

Rate159359701

Amount -

Add GST at 18%

Quantity1

Rate28684746

Amount -

Total Value put to Tender

Quantity1

Rate188044447

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 159359701

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

Quantity-

Rate-

Amount -

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