Km.0/6 of Kurumandur

Amount

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS20B, with all leads and lifts and all other incidental charges such as bailing out water,shoring,strutting,walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification FOR DRESSING THE BED UPTO SILL LEVEL.

Earthwork excavation in all classes of soil and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, WINGS AND PIERS as per section 300 of MORT&H Specifications (Fifth Revision-2013).

Earth work excavation in rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, RETURNS AND PIERS.

Vibrated Cement Concrete of Grade M10 (Nominal Mix 1:3:6), using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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, etc, complete as per relevant standard specification for LEVELLING COURSE UNDER FOOTINGS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40 mm 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 , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, RETURN WALLS AND PIERS as per Cl. 18.5 of IRC:112-2011 and as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision - 2013).

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size 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 , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS, AND PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision - 2013).

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded 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 , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).

Providing and fixing Class I PVC seepage pipes of 100mm diameter PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill in the as per CL.2706 of MORT&H specification.

Providing and fixing TAR (KRAFT) PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS 20mm HBG graded 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 , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB,kerb & Safety kerb as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layer with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges for tools and palnts employed etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.

Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete as per Cl. 710.1.4 & Appendix 6 of IRC:78-2014.

Providing and fixing 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 sealant etc, complete.

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, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB, Footpath as per section 1500,1700 & 2704 of MORT&H Specifications (Fifth Revision - 2013).

Vibrated reinforced cement concrete of grade M30 (Design mix) using ISS 20mm HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at height, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision).

Vibrated cement Concrete of grade M30 (Design mix) using ISS 20mm HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with 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 of 75mm uniform thickness over deck slab and approach slab as per section 2702.2 of MORT&H Specifications (Fifth Revision - 2013).

Vibrated Reinforced Cement Concrete of grade M40 (Design mix), using ISS 20mm graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 for RCC CRASH BARRIERS OVER DECK SLAB as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision).

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 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 PARAPET WALL OVER WINGS as per section 1500 & 1700 of MORT&H Specifications (Fifth Revision).

Providing and fixing of G.I. drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete as per section 2705 of MORT&H Specifications (Fifth Revision).

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 section 2706 of MORT&H Specifications (Fifth Revision - 2013).

Supply and fabrication of Fe-240 MILD steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 section 2706 of MORT&H Specifications (Fifth Revision - 2013).

Providing Approach Road for HLB

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 of MORT&H for Widening Portion

Forming embankment with carted earth with a lead of 5 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 95% compaction below 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.

Forming embankment with carted earth with a lead of 5 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 below 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.

Construction of Granular sub base - Grade V 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 Filter / Separation 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 MORTH 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 emulsion 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 clasue 502 of MORT specification

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 .

Providing and laying of tackcoat using Bitumen Emulsion RS-1 at the rate of 2.00 kg per 10 sqm over the existing BT surface preparatory to another bituminous construction over it .

Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.40 cum of 37.50-13.20mm graded metal and 0.35 cum of 13.2-2.36mm graded metal and 0.36cum 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 MORTH Specification.

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.5mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below and with 50.30kgs of VG 30 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 40mm 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 CMP as per clause 507 MORTH Rev-5

Providing PCC Retaining Wall

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 backfilling, and clearing the site and disposal of all surplus materials etc. complete as per relevant standard specification for Foundation of Retaining wall.

Vibrated cement concrete of grade M 20 Nominal mix using 40mm ISS graded size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Retaining wall (Base slab).

Vibrated cement concrete of grade M 20 Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Retaining wall (Below Ground Level).

Vibrated cement concrete of grade M 20 Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Retaining wall (Above Ground Level).

Vibrated cement concrete of grade M 15 Nominal mix using 40mm ISS graded size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete as per relevant specification for CC Broken Parapet.

Providing and Fixing seepage pipes of 100mm diameter PVC pipes of required lengths for abutments and wingsincluding cost and conveyance of all materials to work site, cost and labour for 900 mm dia semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the back fill in the Retaining wall.

Providing filter media behind the abutments and wings with clean I graded material 22.4 mm to 2.75 mm to 600 mm thick and well compacted in layers with smaller sized towards the soil and bigger size towars the wall including cost and conveyance to work site including all labour and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MORTH (Roads wing) specifications for Roads and Bridges Fourth Revision CI 309-3-2-13 and 305-4-4 and as per CI 710.1.4 & Appendix 6 of IRC 78-2014 etc., complete

Filling behind Retaining wall as per Appendix 6 of IRC 78-2000 with clean gritty free draining material including cost and draining material having PHI value more than 350 conveyance of material to worksite, laying, ahndling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., Complete.

Providing RCC Retaining Wall

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 backfilling, and clearing the site and disposal of all surplus materials etc. complete as per relevant standard specification for Foundation of Retaining wall.

Vibrated cement concrete of grade M 10 Nominal mix using 40mm ISS graded size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Levelling course under footings.

Vibrated cement concrete of grade M30 Design mix using 20mm ISS size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Footings of Retaining wall.

Vibrated cement concrete of grade M30 Design mix using 20mm ISS size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Stem of Retaining wall (BGL).

Vibrated cement concrete of grade M30 Design mix using 20mm ISS size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete for Stem of Retaining wall (AGL).

Vibrated cement concrete of grade M40 Design mix using 20mm ISS graded size hard broken granite metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths hire charges for Tools and plants including all other incidental charges etc., complete as per relevant specification for RCC Crash Barriers over RCC Ret wall.

Providing filter media behind the abutments and wings with clean I graded material 22.4 mm to 4.75 mm to 600 mm thick and well compacted in layers with smaller sized towards the soil and bigger size towars the wall including cost and conveyance to work site including all labour and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MORTH (Roads wing) specifications for Roads and Bridges Fourth Revision CI 309-3-2-13 and 305-4-4 etc., complete.

Filling behind Retaining wall with clean gritty gravel including cost and conveyance of gravel to worksite ,laying ,handling charges and filling in layers ,tamping under optimum moisture content to get the maximum density incluidng watering ,with all leads for water and allother incidental charges etc.,complete for Filling behind the retaining wall.

Providing and Fixing seepage pipes of 100mm diameter PVC pipes of required lengths for abutments and wingsincluding cost and conveyance of all materials to work site, cost and labour for 900 mm dia semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the back fill in the Retaining wall.

Supply and fixing of Fe-500D steel required for all RCC items of works involved in thw schedule of steel at site fabrication, labour charges for cleaning the rods straightening, cutting and bending, typing grills, including over lapping to the required length wherever necessary and placing the reinforced 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.

Providing River Training Works for the HLB

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 materialsetc., complete as per relevant standard specification for FOUNDATION of BUND PROTECTION WALL.

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc. complete for BUND PROTECTION WALL (Base Slab).

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc. complete for BUND PROTECTION WALL (below ground level).

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but including including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges etc. complete for BUND PROTECTION WALL (above ground level).

Providing Painting for HLB

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, etc., complete as per standard specification and as directed by the Engineer

Providing Road Furnitures & 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 percformanmance 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).

Supplying of MEGALUS ML-5 or equilvalent make along with anchor bolts (Packed in 5 Boxes of 40 each) reflector made of Metacryl Resin Valuable reflection area : 92x19mm, Reflection flame : ABS, Stay made up of specialised extruded aluminium alloy length : 320mm, width : 108mm, Anchor bolt : Anodized anchor boll T-840 Lens colour : Yellow, Total length of ABS Stay/ Holder width : 56mm, Length : 81mmx5 Nos, No of lenses : 5 Distance between lenses : 56mm as directed by Engineer-incharge etc., complete.

Providing and fixing of retro-reflectorised Hazard Marker Traffic 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 percformanmance 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).

Providing and erecting single sided double guardMetal beam crash barrier system 1.70 m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming uding HR conform to IS 5986 Fe410/360 and dip galvanised having zinc mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical posts 150x75x5mm spaced at 2m centre to centre 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800 mm 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 directed by the Engineer in charge.

Supply and Fixing of R.C.C Guide Posts of size 1.2x0.2x0.2m with reflective star stickers with in M.S.Sheet with two side packing and top cover of 0.75 inches in R.C.1:2:4 mix using 20mm HBG ISS metal with 10mm dia bars as vertical with 8mm dia stirrups including 0.25 inchesx4.25 feet mould with star shape of 5 inches and top protection by projection by 0.75m inches x 3 inches including cost and conveyance of materials to worksite etc., complete.

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

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

SOLAIAPPAN CONSTRUCTIONS

T. Jayaprakash