TN No 05 2019 20 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 SS20B, including cost of all labour, equipments and all incidental charges, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUT PIERS AND PIERS.

Upto 2.00m Height

Upto 2.00m -3.00m Height

Plain Cement concrete M10 ( Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS AND PIERS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS 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 hire charges for Tools and Plants including all other incidental charges, etc. complete, for FOOTING OFABUTMENT PIERS AND PIERS

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

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS 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 heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for COLUMN PIER (Below Ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS 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 heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for COLUMN PIER (Above Ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS 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 heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for CAPPING BEAM over ABUT PIERS AND PIERS

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS graded metal, including cost and conveyance of all materials to site, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for PEDESTALS

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for Deck slab

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, vibration charges,working at at heights , soft water and hire chargesfor tools and plants, including all other incidental charges etc, complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS

Supplying and fixing of Elastomeric bearing of size 90 x 40 x 9.6 cm 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

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to speactifications for Road and Bridge Works _ V th Revision:2013 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 MOST specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per specifications.

Providing and fixing of G.I. Drainage spouts 100mm dia as per 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

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

Vibrated Cement Concrete M30 (Design mix) using 25mm, 12mm, 6mm ISS HBG metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.

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

Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB.

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

Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including lapping 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.

Providing RE wall for the ROB

Earthwork excavation in all classes of soils except 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 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 LEVELLING PAD & for GEO-GRID as per MoRTH clause no. 301-305 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, 1:1.5:3 Nominal Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Levlling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Providing Design, Drawings adequate no of moulds / Blocks casting Machine EPDM pad, non woven geotextile, lifting anchors etc or pre-casting on returnable basis ,supply of accessories, Engineering superision during precasting and errection of panels/Blocks at site etc complete as per design Providing Reinforced soil wall including cost of material, labour, plant, royality, handling, storage and transportion expenses, earthwork, ground improvement of any, levelling pad, fascia element, connectors, reinforcing element, filter media supply of soil fill for the reinforced as well as unreinforced zone placing spreading and compaction through mechanical means including cost of investigation design drawings testing and third party proof check as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014.

Providing and laying of FILTER MEDIA behind the RE wall with granular materials, stone crushed aggregates satisfying the requirements laid down in MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Supply and fixing of High Quality of perforated PVC pipes of 100mm dia. including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., as per standard specification and as directed by the Engineer for drainage.

Filling materials inside RE wall 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 clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Providing Friction Slab cum crash barrier for the ROB

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 BASE COURSE BELOW FRICTION SLAB.

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including 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 for RCC FRICTION SLAB CUM CRASH BARRIER as per section 3100, Clause 3106.7 and annexure to Section 3100 of MORT&H - Fifth Revision

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, 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 overlaping to the required length wherever 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, Fe-500D grade for Friction Slab.

Providing Retaining wall for the ROB

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 relevant standard specification for FOUNDATION of RETAINING WALLS.

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 as per standard specification for RETAINING 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 as per standard specification RETAINING 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 as per standard specification for RETAINING WALL (above ground level)

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

Providing and fixing CLASS I PVC seepage pipes of 100 mm dia of required lengths for retaining 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 the Retaining wall with clean graded material 22.4mm to 2.75mm to 600mm thick and well compacted in layers & well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per Cl.309.3.2.B of MORT&H specifications -Fifth Revision and as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014, complete.

Filling behind Retaining wall as per Cl.710.1.4 & Appendix 6 of IRC: 78- 2014 with clean gritty free draining material having PHI value more than 35 conveyance of material to worksite, laying, handling 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 as per standard specification

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

Providing Approach Road for the ROB

Earth work 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

Forming embankment with carted Gravel with a lead of 15 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 minimum 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.

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 specificatuib 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 WMM 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 clasue 502 of MOST 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 95 mm consolidated thick Dense bituminous macadam (Grade-I) 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 20-30 tonne 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 40mm 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 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 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 Cross Drainage Works

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour equipment and all incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting, shoring, bracing and their subsequent removal. Removal of all logs, stumps grubs and other deleterious matter and obstruction, trimming bottom of excavation, back filling and clearing the site and disposal of all surplus material etc., complete as per relevant standard specification for PIPE CULVERT.

Plain Cement Concrete M15 nominal mix 1:2:4 using 40 mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cost and conveyance of cement including labour charges for mixing transporting, laying and curing concrete, cost of form work, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for base concrete.

Vibrated Cement Concrete M20 Grade (Nominal Mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for BODY WALL.below sill.

Vibrated Plain Cement Concrete M.20. Grade (Nominal Mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for BODY WALL Above sill.

Supply of NP 3 class RCC pipe 1000mm dia confirming to IS 458 /2003 including cost of pipe as a finished work, including all other incidental charges , testing charges including loading, unloading, transport and delivery in good condition at work site, etc., complete as directed by the Departmental officers and as per standard specifications for culvert

Hoisting and fixing of NP3 class RCC pipe 1000mm dia in proper gradient including all labour charges and all other incidental charges etc complete as directed by the Departmental officers and as per standard specification for culvert.

Filling around the pipe with gravel filling using good gritty gravel including cost and conveyance including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all other incidental charges etc.,complete as directed by the Departmental officers and as per standard specification for culvert.

Providing Deck Drainage Arrangement for ROB

Providing and fixing 160mm dia PVC pipes of approved class not less than 6 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 specification 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

Providing and Laying 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 FOR RAINWATER HARVESTING WELL

Vibrated RCC M25 Design Mix using 20mm ISS HBG metal including cost and conveyance of all materials, including cement to site, including cost and fabracation of steel, including cost of form work, labour charges for all mixing concrete, laying vibrating, compaccting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of pre moulded RCC hand rails and posts etc., complete which are cast at site as per drawing, including cost of labour charges for fixing the same in correct position and all other incidental chargest complete as per MORT&H specifications for COVER SLABS OF RAIN WATER HARVESTING WELL

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 Road furniture & 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. (Road 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) 90cm Equilateral Traingle

b) 60cm 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)

Supplying of MEGALUS ML-5 or equilvalent make along with anchor bolts (Packed in 5 Boxes of 40 each) reflector JIS K 6717 Metacry Resin Valuable reflection area : 92x19mm seeking Reflection flame : ABS resin Stay ; JIS H 4100 A 6063S Extruded Aluminium Alloy Anchor : Alla Anchor T-840 Lens colour : Yellow, Total 5 lenses Lens dimension : 100x80x21mm 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)

Supply and fixing of R.C.C guide posts of size 1.20 x 0.20 x 0.20m with Reflective star stickers with tin 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 inches x 4.25 feet mould with star shape of 5 inches and top Projection by 0.75 inches x 3 inches including cost and conveyance of materials to work site etc., complete.

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

Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

J SENTHILKUMAR