Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Kanchipuram, Tamil Nadu

Opening Date14 Mar 2024

Closing Date8 May 2024

Tender Amount₹ 34,98,45,622

Notes

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Costs

EMD
₹ 17,59,500
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_448437_1
Bid Award Id
View
Tender No
Uthiramerur Bypass
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://tntenders.gov.in

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Documents

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Tender Notice-1300.1 kBTendernotice_1.pdf

Tender notice

BOQ-1507.4 kBBOQ_534048.xls

BOQ

Corrigendum-277.9 kBDateCorrigendumNo....DateCorrigendumNo.02.pdf

Corrigendum-177.7 kBDateCorrigendum.pd...DateCorrigendum.pdf

Document-55.2 MBDRWG2.pdf

Drawings2

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Report Missing Document

BOQ Items

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Quantity-

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95% Compaction

Quantity57234.09

Rate21977890

Amount 384

Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MORT&H Specifications

Quantity-

Rate-

Amount -

97% Compaction

Quantity30002.41

Rate11760944

Amount 392

Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Quantity7119.05

Rate10312584

Amount 1448.59

Providing and laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Quantity3394.82

Rate5237494

Amount 1542.79

Provding and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.

Quantity8487.05

Rate15015373

Amount 1769.21

Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg/sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502.

Quantity33948.2

Rate2600092

Amount 76.59

Providing and applying Tack Coat over Granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineer as per MORTH No.111,112,503,900.

Quantity33948.2

Rate589340

Amount 17.36

Providing and laying TackCoatover DryLean Cement Concrete surfaceusing 3.00Kg of Bitumen Emulsion (RS1)per 10 sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Quantity1480.8

Rate29349

Amount 19.82

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 0.36cum of2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including costand conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing in required temperature incentralhot mixplant 20-30 toncapacity,conveying the mix bytipper trucks tosite, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and crosssections 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 allother incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH No. 111, 112, 505, 900.rev-5.

Quantity3394.82

Rate28949123

Amount 8527.44

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant20-30t on capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and crosssections and consolidated by 8-10tonne Vibratory to the required densityetc., including labour for attending to paver to site etc., including hirecharges and fuel charges for 20-30tCMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratory roller and allother tool sand plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5

Quantity1136.91

Rate11395055

Amount 10022.83

Sub Estimate - 1) Construction of Single Cell Box Culvert (2x2) at Km 0/8(i), 0/8(ii), 1/6(i), 1/6(ii), 1/8(i), 1/8(ii), 1/10(i), 1/10(ii), 2/2, 2/4, 2/6(i), 2/6(ii), 3/4, 3/6, 3/8 for a width of 12m (15 Nos)

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 for Box Culvert.

Quantity1384.1

Rate207615

Amount 150

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 Leveling Course below Box Culvert, Wing wall & Approach slab

Quantity181.95

Rate1089067

Amount 5985.53

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

Quantity697.05

Rate7737624

Amount 11100.53

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.

Quantity590.55

Rate5477274

Amount 9274.87

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required 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.

Quantity47.34

Rate4488068

Amount 94805

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for retaining wall including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill.

Quantity540

Rate102600

Amount 190

Sub Estimate - 2) Construction of Single Cell Box Culvert (2x2) at Km 0/8(i), 0/8(ii), 1/6(i), 1/6(ii), 1/8(i), 1/8(ii), 1/10(i), 1/10(ii), 2/2, 2/4, 2/6(i), 2/6(ii), 3/4, 3/6, 3/8 for a width of 12m (15 Nos)

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

0 to 2 m

Quantity883.4

Rate132510

Amount 150

2 to 3 m

Quantity252.52

Rate40542

Amount 160.55

3 to 4 m

Quantity40.18

Rate6874

Amount 171.1

Quantity66.64

Rate398140

Amount 5974.5

Quantity338.52

Rate3576971

Amount 10566.5

Quantity245.16

Rate2151646

Amount 8776.5

Quantity22.75

Rate2157003

Amount 94805

Quantity192

Rate36480

Amount 190

Sub Estimate - 3) Construction of Single Cell Box Culvert (5x3) at Km 3/2(i), 3/2(ii), for a width of 12m (2 Nos)

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

0 to 2 m

Quantity508.84

Rate76326

Amount 150

2 to 3 m

Quantity100.8

Rate16183

Amount 160.55

3 to 4 m

Quantity21.16

Rate3620

Amount 171.1

Quantity41.2

Rate247323

Amount 6003

Quantity259.5

Rate2616279

Amount 10082

Quantity170.54

Rate1466985

Amount 8602

Quantity17.14

Rate1624957

Amount 94805

Quantity96

Rate18240

Amount 190

Sub Estimate - 4) Construction of Single Cell Box Culvert (6x3) at Km 0/4 for a width of 12m

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

0 to 2 m

Quantity293.93

Rate44089

Amount 150

2 to 3 m

Quantity50.9

Rate8172

Amount 160.55

Quantity22.88

Rate136616

Amount 5971

Quantity186.72

Rate1805395

Amount 9669

Quantity86.72

Rate744664

Amount 8587

Quantity10.83

Rate1026643

Amount 94805

Quantity48

Rate9120

Amount 190

Sub Estimate - 5) Construction of 5 Cells of Box Culvert of Size 5.48 x 2.81 at Km 0/10 for a length of 30m

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

0 to 2 m

Quantity661.86

Rate99279

Amount 150

2 to 3 m

Quantity65.52

Rate10519

Amount 160.55

Quantity42.06

Rate251140

Amount 5971

Vibrated Reinforced Cement Concrete of grade M35 (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.

Quantity458.47

Rate4619105

Amount 10075

Vibrated Reinforced Cement Concrete M40 (Design mix) using 20mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc complete for CRASH BARRIER OVER BOX CULVERT PORTION.

Quantity18.6

Rate266649

Amount 14336

Quantity87.32

Rate740560

Amount 8481

Quantity52.48

Rate4975366

Amount 94805

Quantity48

Rate9120

Amount 190

Sub Estimate - 6) Construction of 4 Cells of Box Culvert of Size 5.925 x 2.81 at Km 2/10 for a length of 26m

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

0 to 2 m

Quantity588.17

Rate88225

Amount 150

2 to 3 m

Quantity65.52

Rate10519

Amount 160.55

Quantity37.18

Rate222745

Amount 5991

Quantity398.2

Rate4009037

Amount 10068

Quantity16.12

Rate231547

Amount 14364

Quantity87.32

Rate742228

Amount 8500

Quantity41.03

Rate3889849

Amount 94805

Quantity48

Rate9120

Amount 190

Sub Estimate - 7) Construction of 3 Cells of Box Culvert of Size 5.1 x 3.5 at Km 4/10 for a length of 18m

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

0 to 2 m

Quantity712.6

Rate106890

Amount 150

2 to 3 m

Quantity82.99

Rate13324

Amount 160.55

Quantity45.42

Rate272656

Amount 6003

Quantity627.33

Rate6190492

Amount 9868

Quantity11.16

Rate160826

Amount 14411

Quantity87.32

Rate741783

Amount 8495

Quantity59.81

Rate5670287

Amount 94805

Quantity48

Rate9120

Amount 190

Sub Estimate - 8) Construction of Retaining wall at Km 4/2

Quantity-

Rate-

Amount -

Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION RETAINING WALL

Quantity2730.68

Rate614403

Amount 225

Plain Cement concrete M15 ( Nominal mix ) using 40mm ISS HBG graded 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 compacting, curing concrete,Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALLS

Quantity143.72

Rate863326

Amount 6007

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for FOUNDATION OF RETAINING WALL

Quantity568.72

Rate5136679

Amount 9032

Quantity267.69

Rate3281879

Amount 12260

Quantity494.28

Rate6857146

Amount 13873

Providing Filter media inbetween the retaining walls for 600mm thickness using filter materials well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. complete.as per CI. 710.1.4 and appendix -6 of IRC : 78-2014

Quantity396.46

Rate449585

Amount 1134

Quantity676

Rate128440

Amount 190

Supply and fabrication of Fe-500D (HYSD) 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

Quantity79.56

Rate7542685

Amount 94805

Sub Estimate - 9) Provisions for filling exsisting Water Well in KM 0/0 to 4/094

Quantity-

Rate-

Amount -

Filling of open well or Borehole with Stone dust up to 1.5m height below natural ground level including cost and conveyance of material to work site and spreading the fill material uniformly shall be placed in the well in layer of 500 mm thick where dumping of materials from trucks and front-end loaders into the abandoned wells not be allowed. Each layers of fill material shall be compacted by flooding with water etc.., for filling of open wells and as directed by the Departmental Officers.

Quantity4210

Rate1128280

Amount 268

Quantity512.5

Rate742402

Amount 1448.59

Sub Estimate - 10-14)Junction Improvements

Quantity-

Rate-

Amount -

Earth work Excavation in all classes of soils including weathered rock not requiring blasting and dopsiting on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Preparation of Bed

Quantity-

Rate-

Amount -

At Km 4/094

Quantity879.75

Rate98575

Amount 112.05

Picking the existing B.T surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.

Quantity-

Rate-

Amount -

At Km 1/4 - 600.00 Sq.m At Km 2/6 - 262.50 Sq.m

Quantity862.5

Rate17137

Amount 19.87

Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MORT&H Specifications 95% Compaction

Quantity-

Rate-

Amount -

At Km 0/0 - 9180.25 Cu.m At Km 0/650 - 2685.53 Cu.m At Km 1/4 - 3012.32 Cu.m At Km 2/6 - 3047.10 Cu.m At Km 4/094 - 11021.25 Cu.m

Quantity28946.45

Rate11115436

Amount 384

Quantity-

Rate-

Amount -

At Km 0/0 - 4695.36 Cu.m At Km 0/650 - 1826.51 Cu.m At Km 1/4 - 5699.29 Cu.m At Km 2/6 - 2620.67 Cu.m At Km 4/094 - 3767.73 Cu.m

Quantity18609.56

Rate7294947

Amount 392

Quantity-

Rate-

Amount -

At Km 0/0 - 997.32 Cu.m At Km 0/650 - 430.73 Cu.m At Km 1/4 - 1411.65 Cu.m At Km 2/6 - 618.38 Cu.m At Km 4/094 - 900.72 Cu.m

Quantity4358.8

Rate6314114

Amount 1448.59

Quantity-

Rate-

Amount -

At Km 0/0 - 382.50 Cu.m At Km 0/650 - 211.31 Cu.m At Km 1/4 - 751.29 Cu.m At Km 2/6 - 296.34 Cu.m At Km 4/094 - 431.48 Cu.m

Quantity2072.92

Rate3198080

Amount 1542.79

Quantity-

Rate-

Amount -

At Km 0/0 - 956.25 Cu.m At Km 0/650 - 528.29 Cu.m At Km 1/4 - 1863.00 Cu.m At Km 2/6 - 737.91 Cu.m At Km 4/094 - 1078.69 Cu.m

Quantity5164.14

Rate9136448

Amount 1769.21

Quantity-

Rate-

Amount -

At Km 0/0 - 3589.53 Sq.m At Km 0/650 - 2113.14 Sq.m At Km 1/4 - 7179.22 Sq.m At Km 2/6 - 2938.96 Sq.m At Km 4/094 - 3910.78 Sq.m

Quantity19731.63

Rate1511245

Amount 76.59

Quantity-

Rate-

Amount -

At Km 0/0 - 3589.53 Sq.m At Km 0/650 - 2113.14 Sq.m At Km 1/4 - 7179.22 Sq.m At Km 2/6 - 2938.96 Sq.m At Km 4/094 - 3910.78 Sq.m

Quantity19731.63

Rate342541

Amount 17.36

Providing and applying Tack Coat over Exsisting BT surface using 2 Kg of Bitumen Eulsion (RSI) per 10 Sqm for preparatory to another bituminous construction over it including cost of material,labour charges, rentals for machinary,fuel and aii other incidental charges etc.., complet as per MORTH Rev-5...

Quantity-

Rate-

Amount -

At Km 4/094

Quantity1775

Rate43753

Amount 24.65

Quantity-

Rate-

Amount -

At Km 0/0 - 358.95 Cu.m At Km 0/650 - 211.31 Cu.m At Km 1/4 - 717.92 Cu.m At Km 2/6 - 293.90 Cu.m At Km 4/094 - 568.58 Cu.m

Quantity2150.66

Rate18339624

Amount 8527.44

Quantity-

Rate-

Amount -

At Km 0/0 - 107.69 Cu.m At Km 0/650 - 63.39 Cu.m At Km 1/4 - 215.38 Cu.m At Km 2/6 - 88.17 Cu.m At Km 4/094 - 170.57 Cu.m

Quantity645.2

Rate6466729

Amount 10022.83

Providing and laying of cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to the worksite including labour charges for mixing, laying, finishing and curing with soft potable water and all other incidental charges etc., complete as per standard specification.for median covering concrete

Quantity-

Rate-

Amount -

At Km 0/0 - 3.68 Cu.m At Km 1/4 - 3.35 Cu.m At Km 4/094 - 11.21 Cu.m

Quantity18.24

Rate138113

Amount 7572

Manufacturing and fixing of new C.C kerbs of mountable type (as per IRC : 86-1983) in cc 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to work site including moulding charges, labour charges for fixing to the correct lines and grades, and pointing with cm 1:3 to full depth and all other incidental charges etc, complete

Quantity-

Rate-

Amount -

At Km 0/0 - 155 Rm At Km 1/4 - 140 Rm At Km 4/094 - 460 Rm

Quantity755

Rate250660

Amount 332

Earth filling with excavated soil (other than sand) including cost of all labour, equipments and all other incidental charges for filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification with in the channelization island

Quantity-

Rate-

Amount -

At Km 0/0 - 59.73 Cu.m At Km 1/4 - 50.98 Cu.m At Km 4/094 - 165.90 Cu.m

Quantity276.61

Rate10773

Amount 38.95

Painting two coats of alternative black and white bands using Synthetic Enamel Paint including cost and conveyance of all materials to worksite including labour charges for applying the two coats of black and white bands etc., and other incidental charges etc., complete

Quantity-

Rate-

Amount -

At Km 0/0 - 51.54 Cu.m At Km 1/4 - 46.87 Cu.m At Km 4/094 - 156.94 Cu.m

Quantity255.35

Rate72085

Amount 282.3

Providing RCC Centre Median of size 0.610m at bottom 0.250m at middle 0.150 at top and to height of 1.10m from the road level including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary and excavating the necessary depth to have a median, and providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and as directed by the departmental officers etc., complete.

Quantity-

Rate-

Amount -

At Km 1/4 - 208.00 Rm At Km 2/6 - 40.00 Rm

Quantity248

Rate2514720

Amount 10140

Sub Estimate - 15)Provision for Road furnitures

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.

Quantity2847.06

Rate2533883

Amount 890

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

Quantity3593

Rate1724640

Amount 480

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

Quantity396

Rate186120

Amount 470

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

Quantity988

Rate6422000

Amount 6500

Sub Estimate - 16)Provision for other sign boards, informatory boards and Cantilever boards

Quantity-

Rate-

Amount -

Retro-Refl.ectorised Traffic Signs (with out definition board) Type - IV - Providing and fixing of retro - 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 0.60m 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 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 -

90 cm equilateral triangle (Pedestrian Crossing, other sign boards)

Quantity12

Rate61512

Amount 5126

60 cm equilateral triangle

Quantity12

Rate38736

Amount 3228

60 cm circular (No Overtaking, Speed limit)

Quantity24

Rate108312

Amount 4513

80 cm x 60 cm rectangular (Bus stop village boards)

Quantity6

Rate38094

Amount 6349

60 cm x 45 cm rectangular (Chevron Sign)

Quantity70

Rate302120

Amount 4316

60 cm x 60 cm square

Quantity5

Rate25920

Amount 5184

90 cm high octagon

Quantity5

Rate41025

Amount 8205

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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)

Quantity16.2

Rate191241

Amount 11805

Road Delineators - 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)

Quantity125

Rate300000

Amount 2400

Digitally Printed Retro Reflectorized Overhead Cantilever Gantry Informatory Sign Board - Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign 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 & 44xl30 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 coefficient 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) etc., complete.

Quantity10

Rate5404900

Amount 540490

Aluminium backed Flexible Prismatic (AFF) Sheeting - Supply and fixing of AFP Sheeting flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminium (Al) foil with pressure sensitive adhesive and liner ,further this flexible prismatic sheeting shall have screen printed arrow / slant line pattern in black colour on top in continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used shall crack when slowly bent in second time around a I/8th inch mandrel after being conditioned for 24 hrs at 0 degrees and tested as per section s2.2.2 of ASTM, D 4956-09. The AFP sheeting with the linear removed shall be applied with a neoprene contact adhesive with polychloroprene as base viscosity of 200-450 cps and solid content of 20-30 % once applied the edges of the product shall be extremely resistant to peel off. A test report from institutes like ARAI/CRR/ conforming to above mentioned flexibility and ASTM D 4956-09 type -vi retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during pre-qualification and supply of material.2 years Pre-qualification warranty for field performance shall be submitted by the contractor for technical qualification in the tender

Quantity50

Rate460000

Amount 9200

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063: 1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm x 100 mm x 100 mm. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epOA'Y resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer-in-charge. Two Years Warranty Certificate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.

Quantity330

Rate1089000

Amount 3300

Providing and fixing of Retro Reflectorized Overhead Cantilever lnformatory sign 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 l200mm x l200mm 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 & 44x 130 are to be used. Anchor bolts of dimension 25mm dia and l000mm 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 280 1 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 67-20 12 (As per MoRT&H specification No.80 l). 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. Item No 16 Digitally Printed Retro Reflectorized Overhead Gantry Informatory Sign Board

Quantity4

Rate4060640

Amount 1015160

Sub Estimate - 17) Providing and fixing of KM Stones, HM Stones,Guide posts & Boundary stone etc.,

Quantity-

Rate-

Amount -

Providing R.C.C. grade M15 Precast Km stones of - standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MoRT&H Specifications No 804)

Quantity10

Rate22680

Amount 2268

Providing R.C.C. grade M15 Precast Hm stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MoRT&H Specifications No 804)

Quantity32

Rate12800

Amount 400

Supplying and fixing of R.C.C. grade M15 guide posts of size 1.20x0.20x0.20m 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 20mm HBG metal with 1010mm 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 projection by 0. 75 inches x3 inches including cost and conveyance of materials to work site etc., complete.

Quantity205

Rate292945

Amount 1429

Providing R.C.C. grade M15 Precast Boundary stones of - standard design as per IRC 25 - 1967 and fixing in position including painting and printing including cost and coveyance of materials to work site etc., complete.

Quantity72

Rate50184

Amount 697

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

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 296479341

Add GST at 18%

Quantity1

Rate53366281

Amount 53366281

Total Estimate Value including GST (Value put to tender)

Quantity1

Rate-

Amount 349845622

Quoted value by the bidder

Quantity1

Rate-

Amount -

Final Quoted Value by the bidder (A+D)

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 -

Total Estimate Value including GST (Value put to tender)

Quantity-

Rate349845622

Amount -

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

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