Construction of ROB at Km 0/4 of Cauvery Road In Lieu of Existing LC No.249 at Railway Km 331/7-8 Between Srirangam and Trichy Town Railway Stations

Amount

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling out water, 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 UNDER ABUTMENTS AND PIERS FOR OPEN & PILE CAP as per section 300 of MORTH specification (V Revision) and IS 1200:1992 Part 1 (IV Revision) (upto 2m height)

(2m to 3m height)

(3m to 4m height)

Providing 1000 mm Diameter Reinforced cement concrete cast-in-situ bored piles of M40 grade Design Mix using 20mm ISS size graded HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel including placing of reinforcement in position, concreting, including all labour charges for driving or boring, mobilisation of piling equipment and other accesssories required for driving the pile, cost of Bentonite solution and the temporary liners, chiselling and including forming of working platform over the river bed for accommodating piling eqipments including working platform, cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for the casting the pile caps, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications etc., complete for PILES BELOW ABUTMENTS & PIERS as per section 1100 and 1700 of of MORT@H specifications (V Revision)

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS HBG metalincluding 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 BELOW PILE CAP / ABUTMENTS, WINGS, PIERS and RETAINING WALL.

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of 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 PILE CAPS UNDER ABUTMENTS AND PIERS as per section 1100,1500 and 1700 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including 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 COLUMN PIER ABOVE PILECAP as per section 1500 ,1700 and 2200 of MORT@H specifications (V Revisions) (1.80m Dia)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including 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 CAPPING BEAM OVER PIER as per section 1500 ,1700 and 2200 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including 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 BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500 ,1700

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including 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 PEDESTAL OVER PIERS AND ABUTMENTS as per section 1500 ,1700 and 2200

Supply and fixing of Elastomeric bearing including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications as per section 2000 MORT@H specifications (V Revisions) and IRC :83-2015(part II)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including 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 T-BEAM AND CROSS BEAMS as per section 1500 ,1700 and 2300 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including 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,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB as per section 1500 ,1700 and 2300 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HBG 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 Inner CRASH BARRIER as per section 811,1700 and 2703.3 of MORT@H specifications (V Revisions)

Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, 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 (V Revisions)

Supply and fixing of High Quality of PVC pipes of 150mm 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., for proving utility services in footpaths as per the directions of the departmental officers.

Supplying and installation of STRIP SEAL EXPANSION joint system of 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 section 2600 of MORT@H specifications (V Revisions).

Vibrated Reinforced Cement Concrete M 30 (Design mix) using 20 mm ISS 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 heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS as per section 1500,1700 and 2704 of MORT@H specifications (V Revisions)

Vibrated Cement Concrete M-30, Grade, Design Mix, using 25mm, 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing 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 OVER DECK SLAB AND APPROACH SLAB

Supply and fabrication of Fe-500D (HYSD) steel conforming to IS:1786-1985required 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, tyi ng 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(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MORT@H specifications ( V revision)

Supply and fabrication of S-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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MORT@H specifications ( V revisions)

Construction of Reinforced Earthen Wall on Approaches of Both Side of ROB

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 BOX CUTTING as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision) for RE walls excavation including 2m extra depth for soil replacement/stabilization

Vibrated Plain Cement Concrete M-20, Grade,Nominal Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site, including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying, and curing concrete,working at depths,hire charges for tools and plants,including all other incidental charges such as maintaining of protective bunds, cofferdams, shoring,strutting etc., complete as per relevent standard specification for LEVELLING PAD

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 CRASH BARRIER

Construction of Reinforced Earth Walls including cost of precast RCC Facial panel (18cm thick) in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, inculding all material and labour charges and all the including charges etc., as per class 3100 of MORTH specification.

Forming the embankment using carted earth having soaked CBR value not less than 10 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MORT&H Specifications

Relaying existing soil below ground for 2mtr depth with soil having CBR not less than 10% including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% procter density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3103 of MORT&H - V. - Soil replacement for Soil Stabilization.

Supplying and laying of bi-axial extruded high module polypropylene geogrid confirmoing to MORT&H specification for base/sub base reinforcement having minimum tensile strength 40kN/m in the logitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in the logitudinal and transverse direction, junction efficency not less than 95% in 2 Layers : 60mm x 60mm mesh opening - 1st layer & 40mm X 40mm mesh opening - 2nd layer as per design requirement including the cost of Transporation design and proof checking etc, complete.

Providing and laying of FILTER MEDIA with granular materials . Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind abutment, wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4 and IRC 78-2000-13.10.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500, 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 500 Grade

Vibrated Cement Concrete M15, Grade, Nominal Mix, using 40mm ISS hard granite broken 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 FRICTION SLAB 100mm thk.

Plain cement concrete M-20, Grade using 20 mm & below ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including 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 for SAFETY KERB.

Forming of Approach road on both side of ROB

Earthwork excavation in all classes of soil and sub-soil to full depth as may be directed except in rock requiring blastinng inclusive of shoring, shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10mts within the compound in places shown by the departmental officers and clearing and levelling the site, etc complete including all labour charges and all incidental charges complying with standard specification for box cutting with disposal conveyance of average lead of 5 Km

Filling with Gravel having CBR not less than 8 for forming embankment including conveyance of Gravel to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete - 95%

Filling with Gravel having CBR not less than 8 for forming embankment including conveyance of Gravel to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete -97%

Providing and laying of FILTER MEDIA with granular materials Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind abutment, wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4 and IRC 78-2000-13.10.

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

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

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material 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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5.

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.

Providing and laying 90 mm consolidated thick Dense Bituminous macadam using 0.40 cum for 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 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 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix 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 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 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 Rev 5. DBM - 75MM THICK USING CMP (Grade-I).

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 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 consolidated 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 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 507 of MORTH Rev-5 B.C 30/40MM THICK USING CMP (Grade-II).

Construction of service road on both sides of ROB

Earthwork excavation in all classes of soil and sub-soil to full depth as may be directed except in rock requiring blastinng inclusive of shoring, shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10mts within the compound in places shown by the departmental officers and clearing and levelling the site, etc complete including all labour charges and all incidental charges complying with standard specification for box cutting with disposal conveyance of average lead of 5 Km

Filling with Gravel having CBR not less than 8 % including cost and conveyance of gravel uniformly to the entire formation as directed by the department officers including labour for breaking clods, sectioning, laying in layers not exceeding 200mm in loose thickness compacting each layer to the required density in accordance with IS 2721 to 95% Proctor density to the specified depth below at the sub grade level at the time of compaction within the range of 1% above and 2% below the OMC determined in accordance with IS 2720 using 80-100KN power rollers, roller to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water including fuel and hire charges for the power roller and water sprinkler and otther tools and plants employed etc complete as per cl 305 of MORT&H for Sub grade and as per standard specification.

Filling with Gravel having CBR not less than 8 % including cost and conveyance of gravel uniformly to the entire formation as directed by the department officers including labour for breaking clods, sectioning, laying in layers not exceeding 200mm in loose thickness compacting each layer to the required density in accordance with IS 2721 to 97% Proctor density to the specified depth below at the sub grade level at the time of compaction within the range of 1% above and 2% below the OMC determined in accordance with IS 2720 using 80-100KN power rollers, roller to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water including fuel and hire charges for the power roller and water sprinkler and otther tools and plants employed etc complete as per cl 305 of MORT&H for Sub grade and as per standard specification.

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

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

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material 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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5.

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.

Providing, laying 65 mm consolidated thick Dense Bituminous macadam using 0.24 cum of 26.50 - 13.20, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below size IRC metal with 53.20 kgs of VG30 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 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 consolidated 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 , Vibratory 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 Rev 5.

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 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 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 consolidated 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 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 507 of MORTH Rev-5 B.C 30/40MM THICK USING CMP (Grade-II).

Construction of drain on Cauvery Side of ROB (Ch: 0.000 to 451.323 )

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 FOOTPATH CUM DRAIN as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Plain 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 soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION.

Plain Cement Concrete M20 (Nominal Mix) using 40mm ISS HBG 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 Drain Vertical Wall.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG 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 Cover Slab of Drain.

Supply and fabrication of Fe-500 (HYSD) 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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MORT@H specifications ( V revision)

Supplying and fixing of fiber reinforced concrete Manholes cover 60 x 60cm with frame as per IRC :50 - 1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab. For storm water drain portion.

Providing and fixing Drain pipes of 100mm Dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MORT@H specifications (V Revisions)

Construction of drain on Cauvery Side of ROB (Ch: 0.000 to 451.323 )

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 FOOTPATH CUM DRAIN as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

Plain 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 soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION.

Plain Cement Concrete M20 (Nominal Mix) using 40mm ISS HBG 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 Drain Vertical Wall.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG 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 Bottem slab & Cover Slab of Drain.

Supply and fabrication of Fe-500 (HYSD) 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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MORT@H specifications ( V revision)

Supplying and fixing of fiber reinforced concrete Manholes cover 60 x 60cm with frame as per IRC :50 - 1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab. For storm water drain portion.

Providing and fixing Drain pipes of 100mm Dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MORT@H specifications (V Revisions)

Construction of RCC drain on Gandhi Market Side of ROB (Ch: 490.763 to 559.763 )

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B including conveying the excavted earth wiht a lead of 5km with all leads and lifts and all other incidental charges such as bailing out water providing and maintaining necessary cofferdam, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter etc complete as per MORT&H Rev. V specifications No.111,112,301,305. for FOUNDATION OF DRAIN

Plain Cement Concrete M15 Nominal mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cost of ement at site including cost of form work, cost of soft water, labour charges for mixing, transporting, laying, curing , tools and plants etc., complete as per standard specifications for Leveling course .

Vibrated Reinforced Cement Concrete M30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cost of Cement at site including cost of form work, cost of soft water, labour charges for mixing, transporting, laying, curing , tools and plants etc., complete as per standard specifications for Base slab

Vibrated Reinforced Cement Concrete M30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cost of Cement at site including cost of form work, cost of soft water, labour charges for mixing, transporting, laying, curing , tools and plants etc., complete as per standard specifications for side walls

Vibrated Reinforced Cement Concrete M30 Design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cost of Cement at site including cost of form work, cost of soft water, labour charges for mixing, transporting, laying, curing , tools and plants etc., complete as per standard specifications for top slab.

Supply and fabrication of STEEL grade Fe.500-D STEEL required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification FOR Base lab, Side Walls & Cover Slab

Supply & fixing of Fiber Reinforced concrete Manholes cover 60x60cm with frames as per IRC 50- 1999 and as directed by the departmental officers at every 10 m intervals along the drain cover slab for storm water drain portion

Providing & fixing Drain pipes of 100 mm dia of required for abutments and wing wall including cost and conveyance of all materials to work site and for labour charges for fixing, etc, to drain the back fill as per section 2706 of MORTH specifications ( V Revision)

Construction of PCC Retaining wall on the approaches of the ROB

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

Forming the embankment with soil having CBR value not less than 8% including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the departmental officers, including compacting each layer to the required density in accordance with IS 2720 Part IV to 100% proctor density for sub grade level, keeping the moisture content of the gravel at the time of compaction within the range of 1% above and 2% below the optimum moisture content using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3103 of MORT&H-V- Soil replacement for Soil Stabilization.

Cement Concrete M15 grade (Nominal Mix 1:3:6) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF PCC RETAINING WALL

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 20mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 20mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)

Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 Retaining Wall

Vibrated Cement Concrete M15, Grade, Nominal Mix, using 40mm ISS hard granite broken 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 PARAPET.

Construction of Cross Drainage works Box cuvert 3x3m on Gandhi market side

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 FOUNDATION OF BOX CULVERT,CUT OFF WALL AND APRON.

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 FOR BOX PORTION & APRON.

Vibrated Reinforced Cement Concrete of grade M30 DESIGN MIX using size ISS 20mm & below graded 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 BASE SLAB, STEM, TOP SLAB OF BOX CULVERT AND APRON

Supply and fabrication of Fe-500 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, Fe-500 grade.

Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, 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.

Provision of Painting on the ROB

Painting two coats with ready mix plastic emulsion paint with approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts including cost and conveyance of all materials to site, all labour for cleaning the surface, painting including formwork for working in heights and all other incidental charges etc., complete..

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 including cost and conveyance of all materials to site, all labour for cleaning the surface, painting and all other incidental charges etc., complete for zebra marking.

PROVIDING RAIN WATER HARVESTING

Supply and fixing of best quality Finolex pipe 6 Kg/cm2 200 mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing, including cost of pipe specials, labour charges for fixing in position vertically and horizontally in trestle portion and all other incidental charges, etc. complete for connecting between collection chamber and rain water harvesting well

Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m as per SS20B, including cost of labour, equipments and all other incidental charges such as bailing out water, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions trimming bottom of excavation back filling and clearing the site ad disposal of all surplus earth with all leads etc. complete as per standard specifications for foundation of COLLECTION CHAMBER AND CI DRAIN PIPE AND RAIN WATER HARVESTING upto 2 mtr

Filling with M sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for CI pipe pit and Rain water harvesting well

Plain cement concrete M15 [Nominal mix ] using 40 mm 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, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for BASE COURSE OF COLLECTION CHAMBER

Providing and laying vibrated Cement concrete M20 [Nominal mix 1:2:4] using 20 mm 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, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for SIDE WALLS AND BEDDING OF CRADDLE CONCRETE OF COLLECTION CHAMBER

Vibrated RCC M 20 Nominal mix using 20 mm ISS HBG metal including cost and conveyance of all materials, including cement to site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing concrete, laying, vibrating, compacting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of premoulded RCC hand rails and posts etc. completwhich are cast at site as per drawing, including cost of labour charges for fixing the same in correct position and all other incidental chargeset. complete as per MOSRT&H specifications No: 1701 - 117 for COVER SLABS OF COLLECTION CHAMBER

Supply and fabrication of Fe-500 steel including Epoxy Coating required for all RC items of works involved in the schedule and cost of HYSD steel confirming to IS 1786 at site including fabrication, labour charges for cleaning the rods, straightening, cutting, bending,tying grills, including overlapping 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 as per MOST specification No: 1600

Filling with ISS 40 mm HBG stone metal size complying with standard specifications including cost and conveyance of all materials and including labour charges for laying, handling and filling in layers of not more than 500 mm thick complete for rainwater harvesting well foundation.

Providing of PIER PROTECTION for the main ROB

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial leads of 10m and initial lifts of 2m as per SS20B, including cost of all labour, equipments and all other incidential charges such as bailing out water, 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 earth with all leads etc., complete as per standard specifications for foundation.

Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG METAL including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as bailing out water, maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per relevant standard specification and as per MORT& H specifications 2100 for LEVELLING COURSE

Brick work in C.M. 1:4 for using best quality chamber bricks including cost & conveyance of materials to the site, labour charges and all other incidental charges etc., complete and as directed by the engineer incharge for pier protection wall

Plastering with cement mortar 1:5 admixed with suitable water proofing compound 12mm thick over the water proofing coating including cost and conveyance of all materials to site including cost of cement water proofing compound, soft water, labour charges for curing etc; complete as per relevant std.specification

Supplying and fixing the M S Grill of approved design including labour charges for fixing etc., complete.

Painting new iron work with two coats of best synthetic enamal paint of approved quality and colour and over one coat of primer using brushes including ordinary scrapping charges and neat finishing etc., complete

Providing colour wash two coats using cement paint of approved make and colour over the stucco plastering area including cost and conveyance of all materials to site, all labour for cleaning the surface, painting and all other incidental charges etc., complete.

PROVIDING ROAD FURNITURES

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Road Marking with hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface)

Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023/10/97-DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and with minimum reflective area of 13Sq.cm on each side and the slope to the base shall be 35+5 degree. Each reflector shall have a CIL not less than values specified in 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+/-2 mm) from the body is to be a minimum value of 500kgf. Fixing will be 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 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35- 2015 guidelines and MoRT&H specification 804 etc., complete

Providing and erecting of direction and place identification Retro -Reflectorised sign made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient 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 copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801)

Providing and erecting 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 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient 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 copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801) (60 cm circular board without definition board)

Providing and erecting 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 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient 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 copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801) (90 cm equilateral triangular board without definition board)

Providing and erecting of Retro -Reflectorised Cautionary, mandatory and Informatory signs(with definition board) made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consis of minimum coefficient 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 copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT & H Specification No.801) (60 cm x 45 cm rectangular board with definition board)

Providing and Fixing of Retro - Reflectorised Hazard Marker Traffic Sign made made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MORT&H Specification No.801)

Providing and Fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and lOcm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched lzod Impact strength value of 600 Jfm at room temperature, when tested in accordance with ASTM 0256 a nd shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM 0155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retroreflective elements as per IRC 67 2012 and ASTM 04956-09 type xr specifications reflectivity values. The retro-reflective sheeting shall be both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be flxed by a combination of epoxy

Supplying and installation of delineators(roadway indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80 x 100 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 specificaion No.806)

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

RM AND COMPANY (BID ID -1173765)