TN NO 03 2019 2020 SDO

Amount

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, 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 section 300 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS.

Upto 2.00m Depth

Upto 2.00m -3.00m Depth

Plain Cement Concrete M10 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site Including softwater, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and plants and incidental charges etc., complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL, ABUTMENT AND PIERS RESTING IN SOIL.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENT AND RETURNS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOUNDATION OF PIERS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOUNDATION OF RETAINING WALL.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for RETAINING WALL (Below Ground Level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for RETAINING WALL (Above Ground Level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE OF ABUTMENT AND RETURNS (Below Ground Level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE OF ABUTMENT AND RETURNS (Above Ground Level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for COLUMN PIERS 1600mm dia (Below ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for COLUMN PIERS 1600mm dia (Above ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for PEDESTALS OVER PIERS AND ABUTMENTS.

Supply and fixing of Elastomeric bearing of size 60x40x9.6cm as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2300 of MORT&H specification (V Revision) for T-BEAMS AND CROSS BEAMS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2300 of MORT&H specification (V Revision) for DECK SLAB.

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge works-IV th revision 2001 published by Ministry of Surface Transport(Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials , cost of testing as per the MORT &(H)specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M 40 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER.

Vibrated Cement Concrete M15 (Nominal mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete For BASE COURSE BELOW APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2300 of MORT&H specification (V Revision) for APPROACH SLAB.

Providing and fixing of G.I.Drainage spouts 100mm dia asper GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per cl 2705 of MORT&H specification (V Revision)

Vibrated Cement Concrete M30 (Design mix) using 25mm, 12mm, 6mm ISS HBG graded metal, including cost and conveyance of all materials to work site including all leads for soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per cl 2702.2 of MORT&H specification (V Revision)

Providing and fixing class1 PVC seepage pipes of 100 mm 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 the backfill as per cl 2706 of MORT&H specification (V Revision)

Providing FILTER MEDIA behind Abutment and wing walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78-2014

Filling behind abutments and wings with clean gritty free drainage gravel having Ø value more than 35, including cost and conveyance of gravel to worksite including labour charges for filling in layers, tamping under optimum moisture contentto get the maximum density including watering with all leads for water and all other incidental charges etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78-2014

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 as per cl, 2706 of MORT&H specification (V Revision)

Supply and fabrication of Fe-240 steel required in the schedule, including cost of steel at site and cost of providing 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 as per cl, 2706 of MORT&H specification (V Revision)

Forming Approaches to the ROB

Earthwork excavation including removal and satisfactory removal disposal of all materials necessary for the construction of road way and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as instructed by the Engineer. FOR BOXING as per clause 301 of MORT&H-Vth revision

Forming embankment with carted earth a lead of 10 Km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller in the required proctor density at 97% compaction for the top 500mm thick compaction of the sub grade including watering with all leads for water and compaction by power roller and the surface to the required transverse and longitudinal camber profile and including all other incidental charges, labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., for formation of approaches.

Providing FILTER MEDIA behind Retaining wall for 600mm thickness using filter material conforming to clause 309.3.2.B of MOST well packed with small size towards the soil and bigger size the wall including cost and conveyance to work site including all other incidental charges etc., complete.

Construction of Granular sub base by providing coarse graded materials, mixing in a mechanical mix plant at OMC, carriage of mixing in a mechanical mix plant at OMC, carriage of mixed materials to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORT&H. (for Grade-V Material Drainage Layer)

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed by tipper to site laying in uniform layers with pavers in Sub base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORT&H-Rev-5.

Providing and laying single coat of low viscosity liquid bituminous materials to the absorbent W M M surface using 7.00 Kg of Slow setting I bituminious emulision primer for 10 sqm area including cost of bituminious primerincluding labour charges for preparing the surface to lay the bituminious primer and applying the required quanity of bituminious primer as primer coat by bitumen sprayer etc complete as per clause 502 of MORT&H-Vth revision.

Providing and laying of tackcoat using Bitumen Emulsion RS-1 at the rate of 2.50 kg per 10 sqm over the primed surface preparatory to another bituminous construction over it as per clause 503 of MORT&H-Vth revision.

Providing and laying 55 mm consolidated thick Grade-II in single layers of Dense bituminous macadam using 0.240 cum of 26.50-13.20mm graded metal and 0.250 cum of 13.20-2.36mm graded metal and 0.230 cum of 2.36mm and below IRC metal 53.20kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30tonne capacity, conveying the mix by tipper trucks to paver site, spreding the mis to uniform thickness of 55mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required ensity etc., including labour for attending to paver to site etc., including hire charges and fuel charges and fuel charges for 20-30 tonne CMP with bitumen boiler, tipper trucks, Paver finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MOTR&H Specification.

Providing and laying 75mm consolidated thick Grade-I in single layers of Dense bituminous macadam using 0.40 cum of 37.5-13.2mm graded metal and 0.35 cum of 13.2-2.36mm graded metal and 0.36 cum of 2.36mm and below IRC metal 71.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30tonne capacity, conveying the mix by tipper trucks to paver site, spreding the mis to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required ensity etc., including labour for attending to paver to site etc., including hire charges and fuel charges and fuel charges for 20-30 tonne CMP with bitumen boiler, tipper trucks, Paver finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MOTR&H Specification.

Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below and with 50.30kgs of VG 30 / VG 40 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidate by 8-10 tonne vibratory/pneumatic roller to the required density etc,. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher/ 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and palnt required, including fuel and all other incidental charges etc., complete as per specification using CMPas per clause 507 of MORT&H-Vth revision.

Providing Cross Drainage works

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for pipe culvet.(@ Ch 220 Muthunaickenpaatty side)

Plain Cement concrete of grade M15 (Nominal Mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for base concrete.

Vibrated cement concrete of grade M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, Tools and Plants and incidental charges such as sheeting, shoring, strutting etc., complete as per relevant standard specification for body wall below sill level.

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and all other incidental charges such as sheeting, shoring, strutting etc., complete as per relevant standard specifications for body wall above sill level

Vibrated cement concrete of grade M15 (Nominal Mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Parapet over culverts.

Supply of NP 3 class 1000 mm dia RCC pipes 2.5m supplied by the contractor at his own specified below confirming to IS 458 / 1989 cost of pipe including all other incidental charges , testing charges including Loading and Unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert

Laying and jointing in position the NP3 1000mm dia RCC hume pipes excluding cost and conveyance of pipe which will be supplied by the contractor him self at the work site including labour charges for hoisting and placing the pipes in position packing the joint with slightly damped mix of cement and snad 13 rammed with caulking irons including labour, jointing materials and all other incidental charges etc., complete as per the standard specification for the cross drainage works as directed by the departmental officers.

Filling under the pipe culvert with gravel filling using good girtty gravel including cost and conveyance including labour charges for filling in layers watering, tamping nder obtimum moisture content to get the maximum density all incidental charges etc.,complete.

Disposal of Surplus Earth

Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

Providing Deck Drain Arrangements

Providing and fixing 160mm dia PVC pipes of approved class not less than 4 kg/m2 connecting the drainage spouts of the deck slab along both the sides of the deckslab connected to the Rainwater harvesting system below every third span with all bends tees clamps and all other accessories and fixtures complete including tools and plants ,transportation, etc., complete as per relevant standard specificatopn and as directed by the Engineer

Earth excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, proving and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for Deck drainage system

Vibrated Cement concrete M15(Nomial Mix 1:2:4) using 20mm metal ISS HBG metal including cost and conveyance of all materials to site and cement at site, including form work and centering using soft water, labour charges for mixing, transporting and placing in position, compactiong, finishing and curing, working at depths, hir charges for tools and plants and incidental charges, etc, complete as per standard specifications for SIDE WALLS

Vibrated reinforced Cement concrete M 25 (Design Mix 1:1.5:3) using 20mm metal ISS HBG metal including cost and conveyance of all materials to site and cement at site, including form work and centering using soft water, labour charges for mixing, transporting and placing in position, compactiong, finishing and curing, working at depths, hir charges for tools and plants and incidental charges, etc, complete as per standard specifications for COVER SLAB

Providing and laying 40mm, 20mm, 12mm and fine aggregate filling in the deck drainage system in alternative layer of 0.50m each including cost of material transportation labour for filling complete as directed by the Engineer.

Providing Painting for ROB

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

Providing Road furniture and Signages

Providing and Laying of Hot Applied Thermoplastic Compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm 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.

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro 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 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of 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+/-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 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.( studs)

Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type IV standards of IRC-67:2012 and ASTM D 4966-09, specification and fixed over 2mm thick alluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild Steel angle and supported on a mld steel angle post 75x75x6mm with a clear height of not less than 2.10m from 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 dedsigned foundatioon with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, Machinaery and labour with all leads and lifts, loading charges necessary for satrisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum cofficient 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 lper IRC 67:2012. (as per MORT&H Specification No.801)

a) 90 Cm. equilateral triangle

b) 60 Cm. Circular Board

Providing and erecting Direction and Place Identification Board Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting conforming to Type IV standards of IRC-67:2012 and ASTM D 4966-09, specification and fixed over 2mm thick alluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild Steel angle and supported on a mld steel angle post 75x75x6mm with a clear height of not less than 2.10m from 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 dedsigned foundatioon with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, Machinaery and labour with all leads and lifts, loading charges necessary for satrisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum cofficient of Retro-reflection as per Table 6.6 of IRC67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified ckopy of three years outdoor exposure report shll be obtained as lper IRC 67:2012. (as per MORT&H Specification No.801) (for area More than 0.9 Sqm.)

Supplying and installation of delineators (road way indicatros, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80X100 mm rectangular or 75mm 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)

Providing and fixing of retro-reflectorised cautioary, mandatory and informatory signs (with or without definition board) made out of high intensity prismatic grade sheeting confirming to IRC 67-2010 and ASTM D4956-09, type IV specification and fixed over 1.5 mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrerte 45 x 45 x 60 cm.60cm. below ground level etc.,complete including 7 years warranty for the retro-reflective sheeting as per clause 6.9 of IRC 67 : 2012 specification (as per MORT & H specification No.801) Retro-Reflectorised Traffic signs : (Hazard marker) 300x900mm size (@Ch 252-359 & Ch 417-502)

Supplying and fixing of Guide stones including cost and conveyance of all materials and labours and all other incidential charges etc. complete specified in the details technical specification and as directed by the engineer (@Ch 36- Ch 96 & Ch 694-800)

Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.80m 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 95mm 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 (M 15) 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 (@Ch 200- Ch 220)

Basic Cost

Add GST @ 12%

M RAJKUMAR