Highways Department Tender

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Highways Department Tender

Works

Bridge Construction

Civil And Construction

Road Construction

Drainage Work

Eprocure

Kallakurichi - Tamil Nadu,

Tiruvannamalai - Tamil Nadu

Opening Date9 Nov 2024

Closing Date11 Dec 2024

Tender Amount₹ 16,20,50,000

Notes

Download

Costs

EMD
₹ 8,22,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Widening from Two Lane to Four Lane and Strengthening at km 22/4 - 25/6 of Kallakurichi - Thiruvannamalai Road including Construction of Centre Median,

Description

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Contact

Tender Id
2024_HWAY_499853_1
Tender No
TN No 23 2024 25 HDO Dt 29 10 2024 TVM 107
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-1449.0 kBBOQ_594190.xls

BOQ

Document-31.5 MBVol2Tvm107.pdf

Price Bid Document Volume II

Document-2815.2 kBVol1Tvm107.pdf

Pre Qualification Document Volume I

Document-157.3 kBTender_Detail_2024...Tender_Detail_2024_HWAY_499853_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road Work

Quantity3844

Rate123

Amount 473811.44

Retainingwall

Quantity3098.75

Rate123

Amount 381951.93

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 spreding , watering etc., complete as directed by the departmental engineers.

Quantity-

Rate-

Amount -

Road Work

Quantity3844

Rate61

Amount 238212.68

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 using carted earth with an average lead of 5 Km including compaction of power roller.

Quantity-

Rate-

Amount -

Road Work

Quantity7431

Rate238

Amount 1768578

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 Work

Quantity2920

Rate1739

Amount 5079719.6

Box culvert

Quantity5.54

Rate1739

Amount 9637.55

Quantity-

Rate-

Amount -

Road Work

Quantity1623

Rate1828

Amount 2967817.8

Box culvert

Quantity3.08

Rate1828

Amount 5632.09

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 Work

Quantity4399

Rate2132

Amount 9381131.44

Box culvert

Quantity7.7

Rate2132

Amount 16420.71

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 per Clause 502 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road Work

Quantity17978

Rate80

Amount 1451184.16

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 Work

Quantity17978

Rate18

Amount 332233.44

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 Work

Quantity29670

Rate26

Amount 794562.6

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-

Rate-

Amount -

Road Work

Quantity3665

Rate10240

Amount 37532165.5

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 Work

Quantity1906

Rate11048

Amount 21059012.8

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain Cement Concrete. MORTH No. 111, 112, 202

Quantity-

Rate-

Amount -

Box culvert

Quantity49.94

Rate486

Amount 24280.83

Slab Culvert

Quantity36.76

Rate486

Amount 17872.71

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Reinforced Cement Concrete. MORTH No. 111, 112, 202

Quantity-

Rate-

Amount -

Slab Culvert

Quantity4.66

Rate4308

Amount 20078.54

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 -

Box culvert

Quantity476.99

Rate289

Amount 138026.6

Slab Culvert

Quantity283.76

Rate289

Amount 82111.63

Plain Cement Concrete of grade M15 Grade (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 -

Box culvert

Quantity64.3

Rate5941

Amount 382024.3

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 -

Box culvert

Quantity236.04

Rate12319

Amount 2907878.26

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 -

Box culvert

Quantity15.38

Rate95609

Amount 1470661.79

Slab Culvert

Quantity7.47

Rate95609

Amount 714201.25

Retainingwall

Quantity11.4

Rate95609

Amount 1089945.68

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 -

Slab Culvert

Quantity1.6

Rate95609

Amount 152974.83

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 -

Box culvert

Quantity213.92

Rate7895

Amount 1688898.4

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 -

Slab Culvert

Quantity21.78

Rate5270

Amount 114799.55

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 -

Slab Culvert

Quantity189.8

Rate7094

Amount 1346467.77

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 -

Slab Culvert

Quantity103.12

Rate9094

Amount 937785.65

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 -

Slab Culvert

Quantity11.69

Rate13053

Amount 152594.6

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 -

Slab Culvert

Quantity17.28

Rate110

Amount 1900.8

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 -

Slab Culvert

Quantity25.46

Rate13942

Amount 354979.87

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 -

Slab Culvert

Quantity4.66

Rate18167

Amount 84662.6

Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER RETURN WALL.

Quantity-

Rate-

Amount -

Slab Culvert

Quantity10.92

Rate11536

Amount 125980.76

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 -

Slab Culvert

Quantity16.72

Rate6020

Amount 100654.57

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 -

Slab Culvert

Quantity36.56

Rate9214

Amount 336877.37

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 -

Box culvert

Quantity177.56

Rate656

Amount 116569.92

Slab Culvert

Quantity190.74

Rate656

Amount 125257.05

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 -

Slab Culvert

Quantity4

Rate2498

Amount 9992.4

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 -

Box culvert

Quantity135.98

Rate1320

Amount 179596.94

Slab Culvert

Quantity67.6

Rate1326

Amount 89689.65

Supplying and fixing of Bitumen Felt 15mm thick Pad expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance of expansion joints etc.,

Quantity-

Rate-

Amount -

Slab Culvert

Quantity38.8

Rate719

Amount 27897.2

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 -

Box culvert

Quantity204

Rate321

Amount 65571.72

Slab Culvert

Quantity189.62

Rate330

Amount 62737.67

Providing and fixing Class I PVC seepage pipes of 100mm 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 -

Box culvert

Quantity64.84

Rate177

Amount 11509.1

Slab Culvert

Quantity61.34

Rate177

Amount 10887.85

Crash barrier type Median

Quantity101.26

Rate177

Amount 17973.65

Retainingwall

Quantity1356.26

Rate177

Amount 240736.15

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 -

Slab Culvert

Quantity100.64

Rate224

Amount 22601.73

Plain Cement concrete M10 Grade (nominal mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for Retaining wall.

Quantity-

Rate-

Amount -

Retainingwall

Quantity264.25

Rate5261

Amount 1390388.37

Vibrated Reinforced Cement Concrete M25 Grade (Design mix) using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for RCC RETAINING WALL MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900 for Retaining wall.

Quantity-

Rate-

Amount -

Retainingwall

Quantity291

Rate10842

Amount 3155068.56

Vibrated Cement concrete M20 grade (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification. (For Stem of Retaining wall below Ground Level)

Quantity-

Rate-

Amount -

Retainingwall

Quantity1650.49

Rate7015

Amount 11578930.07

Quantity-

Rate-

Amount -

Retainingwall

Quantity1640.48

Rate8472

Amount 13898605.89

Vibrated Cement concrete M20 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification. (for Retaining wall Parapet)

Quantity-

Rate-

Amount -

Retainingwall

Quantity15

Rate10566

Amount 158496

Supplying and fixing of Bitumen Felt 15mm thick Pad expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance of expansion joints etc.,

Quantity-

Rate-

Amount -

Retainingwall

Quantity104.49

Rate234

Amount 24482.01

Construction of Cement concrete Kerb for Center median and Island (top and bottom width 115 and 165mm respectively 325mm height) in M20 grade claid with kerb laying machine, foundation manually, all complete as per clause 408.

Quantity-

Rate-

Amount -

Kerb Median

Quantity3164.86

Rate467

Amount 1480679.75

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

Quantity-

Rate-

Amount -

Kerb Median

Quantity447.16

Rate42

Amount 19160.81

Vibrated Reinforced Cement Concrete M25 Design mix, using 20mm & 12mm ISS HBG graded metal including cost of Cement including Cost and fabrication of steel, including centering and strutting charges, including labour charges for mixing, transporting, laying and curing of concrete, Centre Median of size 0.610m at bottom, 0.250m at middle, 0.150m at top and to height of 0.80m from the road level, rendering smoothness over the CC surface with 10kg 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 charges for tools and plants including erection and fixing 110mm dia PVC pipes fixing centre median in the road using crane and in accordance with the drawings appended here with and as directed by the departmental officer etc., complete for Centre Median (MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900).

Quantity-

Rate-

Amount -

Crash barrier type Median

Quantity832

Rate5250

Amount 4368557.44

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 Furniture

Quantity2268

Rate890

Amount 2018520

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 Furniture

Quantity2234

Rate480

Amount 1072320

Providing and erecting of Retro – Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, 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 board

Quantity40

Rate6900

Amount 276000

90 cm high octagon board

Quantity4

Rate9976

Amount 39904

60 cm circular board

Quantity20

Rate6283

Amount 125660

60 cm x 45 cm rectangular board

Quantity6

Rate6087

Amount 36522

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- 7: 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 and0.60m 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 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 -

Rate per sqm ( for sign having area more than 0.9 sqm) Type-IV

Quantity13.68

Rate11805

Amount 161492.4

Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mmwith 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. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012.The retro -reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MoRT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications

Quantity-

Rate-

Amount -

Rate per sqm ( for sign having area more than 0.9 sqm) Type - XI.

Quantity8.64

Rate14355

Amount 124027.2

Providing and Erecting of Retro - reflectorised Hazard Marker Traffic sign made out of high intensity Prismatic Grade sheeting coinfirming 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 0.60 m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by meand sof properly designed 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 -

30cm x 90cm rectangular board

Quantity16

Rate4000

Amount 64000

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 -

80 cm x 60 cm rectangular board

Quantity48

Rate6349

Amount 304752

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 cm in 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.

Quantity-

Rate-

Amount -

Road Furniture

Quantity640

Rate1980

Amount 1267200

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 m rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

Quantity-

Rate-

Amount -

Road Furniture

Quantity80

Rate2400

Amount 192000

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

Quantity-

Rate-

Amount -

Road Furniture

Quantity6

Rate2197

Amount 13182

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

Quantity-

Rate-

Amount -

Road Furniture

Quantity26

Rate574

Amount 14940.9

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.

Quantity-

Rate-

Amount -

Road Furniture

Quantity4

Rate25000

Amount 100000

Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll orming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m nter 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 1100mm below ground. All fixing bolts and nuts hot dip alvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge

Quantity-

Rate-

Amount -

Road Furniture

Quantity83

Rate4696

Amount 389768

Providing and fixing of Digitally Printed retro reflectorizied Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956 - 09 specification, Digitally Printed using UV Inkjet Printer (UVI]) 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 50x50×6mm 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 M15 grade cement concrete of size 450x450x1100mm 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

Quantity-

Rate-

Amount -

Road Furniture

Quantity2

Rate157550

Amount 315100

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

Rate137324714

Amount -

Add GST at 18%

Quantity1

Rate24718449

Amount -

Total Value put to Tender

Quantity1

Rate162043163

Amount -

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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 137324714

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

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