Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Drainage Work

Eprocure

Villupuram, Tamil Nadu

Opening Date9 Nov 2024

Closing Date11 Dec 2024

Tender Amount₹ 50,61,30,000

Notes

Download

Costs

EMD
₹ 25,42,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Road A : Widening from Two Lane to Four Lane and Strengthening at km 45/4 - 54/4 of Arcot-Tindivanam road including Reconstruction and Widening of Culverts, Construction of Drain

Description

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Contact

Tender Id
2024_HWAY_499827_1
Tender No
TN No 23 2024 25 HDO Dt 29 10 2024 TVM 102
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://tntenders.gov.in

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Documents

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Tender Notice-1359.5 kBTendernotice_1.pdf

Tender Notice

BOQ-4448.0 kBBOQ_594159.xls

BOQ

BOQ-3447.0 kBBOQ_594159.xls

Corrigendum-1898.5 kBCorrigendum.pdf

Document-32.2 MBVol2Tvm102.pdf

Price Bid Document Volume II

2 More

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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Road A

Quantity23459

Rate123

Amount 2891556.34

Road A Bus lay Bay

Quantity315.01

Rate123

Amount 38828.13

Road A Improvements Branching Road

Quantity1897.72

Rate123

Amount 233912.97

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 A

Quantity23459

Rate26

Amount 624478.58

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with allleads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments andall 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 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 making up of low berms with conveyance

Quantity-

Rate-

Amount -

Road A

Quantity11669

Rate183

Amount 2138694.32

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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

Quantity13947

Rate1881

Amount 26235422.76

Road A Bus lay Bay

Quantity105.01

Rate1881

Amount 197532.21

Road A Improvements Branching Road

Quantity692.72

Rate1881

Amount 1303061.74

Road A Box Culvert

Quantity18.45

Rate1881

Amount 34705.93

Quantity-

Rate-

Amount -

Road A

Quantity7729

Rate1969

Amount 15224970.65

Road A Bus lay Bay

Quantity60

Rate1969

Amount 118191

Road A Improvements Branching Road

Quantity23.13

Rate1969

Amount 45562.63

Road A Box Culvert

Quantity10.5

Rate1969

Amount 20683.43

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm 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 SubBase / Base course on well prepared surface and compacting with vibratory soil compactorto acheive the desired density includingc ost 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 A

Quantity23528

Rate2101

Amount 49433739.68

Road A Bus lay Bay

Quantity150

Rate2101

Amount 315159

Road A Improvements Branching Road

Quantity1144.91

Rate2101

Amount 2405524.6

Road A Box Culvert

Quantity15.75

Rate2101

Amount 33091.7

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 A

Quantity96705

Rate80

Amount 7790554.8

Road A Bus lay Bay

Quantity600

Rate80

Amount 48336

Road A Improvements Branching Road

Quantity4535.19

Rate80

Amount 365354.91

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 chargesetc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A

Quantity96705

Rate18

Amount 1781306.1

Road A Bus lay Bay

Quantity600

Rate18

Amount 11052

Road A Improvements Branching Road

Quantity4535.19

Rate18

Amount 83538.2

Providing and laying Tack Coat over Existing BT surface using 2Kg 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

Quantity36476

Rate26

Amount 975368.24

Road A Improvements Branching Road

Quantity3540.03

Rate26

Amount 94660.4

Providing, laying 50 mm 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 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 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 505 of MORTH rev-5.Gr-II

Quantity-

Rate-

Amount -

Road A

Quantity6770

Rate9614

Amount 65092060.6

Road A Bus lay Bay

Quantity30

Rate9614

Amount 288443.4

Road A Improvements Branching Road

Quantity27.75

Rate9614

Amount 266810.15

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyanceof all materials to CMP site, heating the bitumen, aggregate and mixing the min therequiredtemperatureinCentral Hot Mix Plant20-30ton capacity, conveying the mix by tipper trucks to worksite, 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 siteetc., 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 Gr-II (Using more than 5m paver)

Quantity-

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Amount -

Road A

Quantity7111

Rate10145

Amount 72142517.2

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm, 0.43cum of 13.20-2.36 mm and 0.08 cum 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 the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks top aver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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, PaverFinisher, 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 -

Quantity-

Rate-

Amount -

Road A Improvements Branching Road

Quantity392.2

Rate8217

Amount 3222942.72

Providing and laying Bituminous Concrete to 30/40mm thick us in 0.13cum of 19.00-9.50mm ,0.17 cum of 9.50-2.36mm and 0.26cum 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 the min required temperature in central hot mix plant 20-30ton 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 crosssections and consolidatedby8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks,paver finisher hydrostatic (more than 5m width), Vibratory/ Pneumatic rollerand all other tools and plant required, including fuel and all other incidental chargesetc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 - Gr II (using more than 5m paver)

Quantity-

Rate-

Amount -

Road A

Quantity5328

Rate10943

Amount 58306062.24

Quantity-

Rate-

Amount -

Road A Bus lay Bay

Quantity24

Rate10416

Amount 249991.92

Road A Improvements Branching Road

Quantity244.56

Rate10416

Amount 2547417.66

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

Quantity-

Rate-

Amount -

Road A Box culvert

Quantity284.82

Rate486

Amount 138479.48

Road A Minor Bridge, Slab Culvert

Quantity72.08

Rate486

Amount 35045.3

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity30.49

Rate512

Amount 15639.24

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 -

Road A Box culvert

Quantity3030.62

Rate289

Amount 876970.51

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

Quantity378.55

Rate5938

Amount 2247905.61

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

Quantity-

Rate-

Amount -

Road A Box culvert

Quantity1536.58

Rate11841

Amount 18195535

Supply and fabrication of Steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications.

Quantity-

Rate-

Amount -

Road A Box culvert

Quantity117.32

Rate95609

Amount 11217261.99

Road A Minor Bridge, Slab Culvert

Quantity36.23

Rate95609

Amount 3463541.42

Supply and fabrication of Steel grade Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity5.17

Rate95609

Amount 494682.36

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

Quantity1761.42

Rate7687

Amount 13541374.22

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 -

Road A Minor Bridge, Slab Culvert

Quantity2631.04

Rate411

Amount 1081673.16

Palin Cement concrete of grade M10 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments & Piers.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity74.7

Rate5263

Amount 393216.32

Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Abutments, Returns and Piers.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity1790.84

Rate6787

Amount 12155648.85

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Above sill.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity414.33

Rate8336

Amount 3454169.77

Vibrated Reinforced Cement Concrete of grade M30(Design mix) using 20mm and below ISS HBG 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 Bed block cum Dirtwall.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity37.8

Rate13022

Amount 492245.21

Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity69.16

Rate110

Amount 7607.6

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

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity267.08

Rate12931

Amount 3453758.37

Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Inner Crash Barrier.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity29.19

Rate17898

Amount 522454.88

Vibrated Cement Concrete M15 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER RETURN WALL.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity16.38

Rate11296

Amount 185034.21

Vibrated cement concrete M15 (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 BASE COURSE BELOW APPROACH SLAB.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity26.98

Rate6512

Amount 175718.58

Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity59.02

Rate9198

Amount 542880.72

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

Quantity984.03

Rate656

Amount 645818.89

Road A Minor Bridge, Slab Culvert

Quantity737.86

Rate656

Amount 484294.41

Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity14

Rate2498

Amount 34973.4

Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.

Quantity-

Rate-

Amount -

Road A Box culvert

Quantity662.42

Rate1221

Amount 809199.02

Road A Minor Bridge, Slab Culvert

Quantity139.62

Rate1213

Amount 169430.27

Supplying and fixing of 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 sealent etc., complete as per section 2600 of MORTH specifications (Rev - V)

Quantity-

Rate-

Amount -

Road A Minor Bridge, Slab Culvert

Quantity39.02

Rate653

Amount 25495.67

Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A Box culvert

Quantity1235.44

Rate277

Amount 342636.93

Road A Minor Bridge, Slab Culvert

Quantity280.04

Rate277

Amount 77666.29

Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)

Quantity-

Rate-

Amount -

Road A Box culvert

Quantity383.49

Rate203

Amount 77886.82

Road A Minor Bridge, Slab Culvert

Quantity213.04

Rate203

Amount 43268.42

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 Median

Quantity17968.42

Rate467

Amount 8392150.56

Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.

Quantity-

Rate-

Amount -

Road A Median

Quantity2527.07

Rate42

Amount 108284.95

Providing and laying of hot applied Thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803

Quantity-

Rate-

Amount -

Road A Road Furniture

Quantity6609.84

Rate890

Amount 5882757.6

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / 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 and the height,width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13sq.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 Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.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 manifacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete.

Quantity-

Rate-

Amount -

Road A Road Furniture

Quantity11916.56

Rate480

Amount 5719948.8

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 25mm x 25mmx3mm 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 -

Road A Road Furniture (60 cm Circular board)

Quantity31

Rate4513

Amount 139903

Quantity-

Rate-

Amount -

Road A Road Furniture (90 cm equilateral triangle)

Quantity147

Rate5126

Amount 753522

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 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

Quantity78

Rate4000

Amount 312000

Quantity-

Rate-

Amount -

Road A Road Furniture (90 cm octagon)

Quantity25

Rate8205

Amount 205125

Quantity-

Rate-

Amount -

Road A Road Furniture (80 cm x 60 cm rectangular)

Quantity110

Rate6349

Amount 698390

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 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 G155 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 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 shallbe embossed and painted in contrasting colour on both side of median marker for distinct identification.

Quantity-

Rate-

Amount -

Road A Road Furniture

Quantity3528

Rate470

Amount 1658160

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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Road A Road Furniture

Quantity19

Rate25000

Amount 475000

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 350x 350x 800mm 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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Road A Road Furniture

Quantity2170

Rate6500

Amount 14105000

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 satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MoRT&H Specification No.801)

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Road A Road Furniture ( for sign having area more than 0.9 sqm) Type-IV

Quantity29.16

Rate11805

Amount 344233.8

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

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Basic cost of value put to tender as per estimate

Quantity1

Rate428920971

Amount -

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Rate77205775

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Rate506126746

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Total Value of Contract Including 18% of GST

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Basic cost of value put to tender as per Estimate

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Amount 428920971

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

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