Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Drainage Work

Eprocure

Tiruvannamalai, Tamil Nadu

Opening Date9 Nov 2024

Closing Date11 Dec 2024

Tender Amount₹ 17,02,30,000

Notes

Download

Costs

EMD
₹ 8,63,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Road A Widening from Two Lane to Four Lane and Strengthening at km 25/6 - 27/6 of Kallakurichi - Thiruvannamalai Road including Construction of Centre Median, Drain, Retaining Wall

Description

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Contact

Tender Id
2024_HWAY_499855_1
Tender No
TN No 23 2024 25 HDO Dt 29 10 2024 TVM 108
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://tntenders.gov.in

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Documents

Download All

Tender Notice-1359.5 kBTendernotice_1.pdf

Tender Notice

BOQ-1471.6 kBBOQ_594193.xls

BOQ

Document-31.6 MBVol2Tvm108.pdf

Price Bid Document Volume II

Document-2815.9 kBVol1Tvm108.pdf

Pre Qualification Document Volume I

Document-157.3 kBTender_Detail_2024...Tender_Detail_2024_HWAY_499855_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Road A

Quantity6494

Rate123

Amount 800450.44

Road A (Minor Bridge)

Quantity419

Rate123

Amount 51645.94

Road A (Branch road Improvements)

Quantity230.24

Rate123

Amount 28379.38

Road A (PCC Retaining wall)

Quantity2425.5

Rate123

Amount 298967.13

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 A

Quantity6456

Rate26

Amount 171987.84

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 soil compactor to achieve the desired density, complete as per clause 401- for grading- V Material (Filter / Separation Layer at Bottom)

Quantity-

Rate-

Amount -

Road A

Quantity2620

Rate1713

Amount 4488662.6

Road A (Box Culvert)

Quantity6.39

Rate1713

Amount 10947.54

Road A (Branch road Improvements)

Quantity86.34

Rate1713

Amount 147920.28

Quantity-

Rate-

Amount -

Road A

Quantity1638

Rate1802

Amount 2952003.6

Road A (Box Culvert)

Quantity4

Rate1802

Amount 7208.8

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

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Rate-

Amount -

Road A

Quantity4511

Rate2132

Amount 9619978.16

Road A (Box Culvert)

Quantity9.99

Rate2132

Amount 21304.27

Road A (Branch road Improvements)

Quantity143.91

Rate2132

Amount 306896.71

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

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Rate-

Amount -

Road A

Quantity18238

Rate80

Amount 1472171.36

Road A (Branch road Improvements)

Quantity575.61

Rate80

Amount 46463.24

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

Quantity-

Rate-

Amount -

Road A

Quantity18238

Rate18

Amount 337038.24

Road A (Branch road Improvements)

Quantity575.61

Rate18

Amount 10637.27

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

Quantity-

Rate-

Amount -

Road A

Quantity11027

Rate26

Amount 295303.06

Road A (Branch road Improvements)

Quantity1000.78

Rate26

Amount 26800.89

Providing ,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 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 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 Grade-I

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Amount -

Road A

Quantity1824

Rate8980

Amount 16380048.96

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 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 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 Grade-II

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Amount -

Road A

Quantity652

Rate9710

Amount 6331206.88

Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm,0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG40 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site,heating the bitumen,aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grade sand crosssection sand 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 20-30 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

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Amount -

Road A (Branch road Improvements)

Quantity78.82

Rate8150

Amount 642435.02

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 Grade - II

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Rate-

Amount -

Road A

Quantity1171

Rate11048

Amount 12938144.8

Road A (Branch road Improvements)

Quantity47.29

Rate10277

Amount 486033.85

Earthwork 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 sub sequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, back filling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain.

Quantity-

Rate-

Amount -

Road A (Drain)

Quantity2598.48

Rate166

Amount 431633.51

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 Bridges

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity1641.09

Rate531

Amount 872698.84

Dismantling, Salvaging and removal of existing and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification including all labour and other incidental charges etc., complete Dismantling plain cement concrete.

Quantity-

Rate-

Amount -

Road A (Box Culvert)

Quantity26.01

Rate486

Amount 12646.06

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits for Cut stone salb culvert.

Quantity-

Rate-

Amount -

Road A (Box Culvert)

Quantity22.5

Rate512

Amount 11540.93

Dismantling clearing away and carefully stacking materials useful for re use dismantling stone masonry in cement mortar walls under 3.00m height.

Quantity-

Rate-

Amount -

Road A (Box Culvert)

Quantity43.88

Rate283

Amount 12424.18

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 Box Culvert

Quantity-

Rate-

Amount -

Road A (Box Culvert)

Quantity423.75

Rate289

Amount 122620.54

Plain Cement concrete in CC M 10 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 LEVELLING COURSE FOR FOOTINGS OF ABUTMENTS, PIER AND WING WALLS- BELOW SILL.

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity52.93

Rate5232

Amount 276968.93

Road A (PCC Retaining wall)

Quantity220.5

Rate5252

Amount 1158105.69

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 -

Road A (Box Culvert)

Quantity55.99

Rate5915

Amount 331185.33

Road A (Drain)

Quantity198

Rate5913

Amount 1170942.3

Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete for Box culvert

Quantity-

Rate-

Amount -

Road A (Box Culvert)

Quantity245.77

Rate11689

Amount 2872957.91

Road A (Drain)

Quantity1095.23

Rate14582

Amount 15971322.9

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 -

Road A (Box Culvert)

Quantity171.98

Rate7893

Amount 1357574

Vibrated Cement concrete in M 20 grade (Nominal mix) 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 ABUTMENTS, PIER AND WING WALLS- BELOW SILL.

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity1237.8

Rate6805

Amount 8424305.89

Road A (PCC Retaining wall)

Quantity1540.7

Rate7003

Amount 10790600.59

Vibrated Cement concrete in M 20 grade (Nominal mix) 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 SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity320.66

Rate8282

Amount 2655953.03

Road A (PCC Retaining wall)

Quantity1527.56

Rate7901

Amount 12069984.79

Vibrated Reinforced Cement concrete in M30 grade (Design mix) 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 -

Road A (Minor Bridge)

Quantity46.68

Rate13692

Amount 639148.16

Providing and fixing PVC seepage pipes of 100mm 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 -

Road A (Minor Bridge)

Quantity230.56

Rate177

Amount 40924.4

Road A (PCC Retaining wall)

Quantity1166.88

Rate177

Amount 207121.2

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 -

Road A (Minor Bridge)

Quantity58.83

Rate110

Amount 6471.3

Vibrated Reinforced Cement concrete in M30 grade (Desing mix) 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 SAFETY KERB

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity380.42

Rate11934

Amount 4540267.05

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 -

Road A (Box Culvert)

Quantity147.48

Rate1300

Amount 191861.16

Road A (Minor Bridge)

Quantity171.89

Rate1292

Amount 222162.67

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 -

Road A (Box Culvert)

Quantity386.28

Rate295

Amount 114284.8

Road A (Minor Bridge)

Quantity495.84

Rate289

Amount 143362.22

Providing and fixing 20mm thick BITUMEN 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 -

Road A (Minor Bridge)

Quantity111

Rate719

Amount 79809

Quantity-

Rate-

Amount -

Road A (PCC Retaining wall)

Quantity92.29

Rate234

Amount 21623.55

Vibrated Cement concrete in M15 grade (Nominal mix) 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 OR APPROACH SLAB

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity40.7

Rate6627

Amount 269731.52

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity89.04

Rate9318

Amount 829699.65

Vibrated Reinforced 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 -

Road A (Box Culvert)

Quantity171.77

Rate654

Amount 112423.47

Road A (Minor Bridge)

Quantity915.84

Rate654

Amount 598968.52

Vibrated Reinforced Cement concrete in M40 grade (Design mix) 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 -

Road A (Minor Bridge)

Quantity15.94

Rate18205

Amount 290202.21

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity10.92

Rate10409

Amount 113674.8

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 -

Road A (Minor Bridge)

Quantity6

Rate2498

Amount 14988.6

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 for Box Culvert

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity43.09

Rate95609

Amount 4119612.23

Road A (Box Culvert)

Quantity16.82

Rate95609

Amount 1608052.31

Road A (Drain)

Quantity58.54

Rate95609

Amount 5596966.67

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 (Fifth Revision-2013)

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity5.97

Rate95609

Amount 570882.95

Supplying and fixing PVC pipes of 110mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete for Safety Kerb

Quantity-

Rate-

Amount -

Road A (Box Culvert)

Quantity54.11

Rate203

Amount 10989.74

Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10mm for outer frames ,25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position (At 10m interval)

Quantity-

Rate-

Amount -

Road A (Drain)

Quantity25.56

Rate500

Amount 12780

Supplying and fixing of 600mm dia FRC manhole cover Heavy Duty to suit 600 mm clear opening manhole frame as per IS 12592 : 2002 to its latest revision with Reinforment details as directed by the Departmental officers including labour charges for fixing along the drain including all other incidental charges etc., complete

Quantity-

Rate-

Amount -

Road A (Drain)

Quantity106

Rate1058

Amount 112171.32

Supplying and fixing of 600mm dia FRC manhole Frames Heavy Duty to suit 600 mm clear opening manhole frame as per IS 12592 : 2002 to its latest revision with Reinforment details as directed by the Departmental officers including labour charges for fixing along the drain including all other incidental charges etc., complete

Quantity-

Rate-

Amount -

Road A (Drain)

Quantity106

Rate1511

Amount 160168.12

Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

Quantity-

Rate-

Amount -

Road A (Minor Bridge)

Quantity195.64

Rate224

Amount 43936.83

Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.

Quantity-

Rate-

Amount -

Road A (Kerb)

Quantity3977.88

Rate465

Amount 1852618.05

Re-Filling using excavated earthlaying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for kerb (Filling and Compaction charges only)

Quantity-

Rate-

Amount -

Road A (Kerb)

Quantity559.34

Rate42

Amount 23967.72

Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area thickness of 2.50mm is exclusive of surface applied glass beads as per the 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 (Road Furniture)

Quantity1704.3

Rate890

Amount 1516827

Providing and fixing reflective road studs of ‘category A’ raised pavement markers made out of poly carbonate / methyl methecrylate / 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 reflective raised pavement 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.11.06.1997. The height, width and length shall not be less than 15mm, 90mm and 100mm 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 cylindrical shanks, (of diameter not less than 19 +\- 2mm and height not less than 30 +\- 2mm) 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 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 -

Road A (Road Furniture)

Quantity1376

Rate480

Amount 660480

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory 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)

Quantity-

Rate-

Amount -

Road A 90 cm equilateral triangle.

Quantity48

Rate5126

Amount 246048

Road A 80 cm x 60 cm rectangular

Quantity6

Rate6349

Amount 38094

Road A 60 cm circular board

Quantity7

Rate4513

Amount 31591

Road A 90 cm octagon

Quantity5

Rate8205

Amount 41025

Road A 60 cm x 45 cm rectangular

Quantity43

Rate4316

Amount 185588

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) 30cm x 90cm rectangular

Quantity-

Rate-

Amount -

Road A (Road Furniture)

Quantity13

Rate4000

Amount 52000

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 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, equipment, Machinery and labour with all leads and lifts, loading charges necessary for Matisfactory completion of the work as directed by the engineerin- 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)

Quantity-

Rate-

Amount -

Road A Rate per sqm (for sign having area upto 0.9 sqm Type-IV

Quantity8

Rate11805

Amount 94440

Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om 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 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm 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 arid as directed by the Engineer-in-charge. SoR 24-25, Unique No.HW-W0088)

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Rate-

Amount -

Road A (Road Furniture)

Quantity50

Rate4696

Amount 234800

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80- 1O0 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) SoR 24-25, Unique Item No.HW-W0091)

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Rate-

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Road A (Road Furniture)

Quantity200

Rate2400

Amount 480000

Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer Providing and fixing of Retro Reflectorized Sign Boards made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-20 12 and ASTM D 4956 — 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images / logos/ text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel 'L' angle and supported on a 150NB (Nominal Bore) pipe with 4. 50mm thick with an overall height from top of the board to foundation. The sign board should be of 2. 10m clear height from the ground level to the bottom of the sign board and 1.10m 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 M 15 grade cement concrete of size 450x450x 1100mm 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. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6. 90 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/ logos / test/ legends and their bonding to the retro-reflective sheeting (as per MorT&H specification no.801) of Size — 3.64m x 2.42m

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Rate-

Amount -

Road A (Road Furniture)

Quantity4

Rate157550

Amount 630200

Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injectionmolded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cmin height (including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retroreflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc., The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer.

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Rate-

Amount -

Road A (Road Furniture)

Quantity490

Rate1980

Amount 970200

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 etc., complete as per standard specification

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Rate-

Amount -

Road A (Road Furniture)

Quantity4

Rate25000

Amount 100000

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

Quantity-

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Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate144262558

Amount -

Add GST at 18%

Quantity1

Rate25967260

Amount -

Total Value put to Tender

Quantity1

Rate170229818

Amount -

Quoted value

Quantity1

Rate-

Amount -

Final Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted Value

Quantity1

Rate-

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Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount 144262558

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

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Amount -

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