TN.No.01/2023-24-LC.No.159

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

Upto 3.00m - 4.00m height

Upto 4.00m - 5.00m 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 ABUT 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 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 OF ABUT 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 26.30m c/c

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 60 x 45 x 14.40 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 specifications 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 graded 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 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 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 on Salem side

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS208, 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

Vibrated 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 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 Levelling Pad

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 3100 MORTH -V Specifications

Providing filter media behind the RE wall with clean III graded material 22.4mm to 2.8mm to 600mm thick and well compacted in layers 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 MORT&H V - 2013 Standard specifications for Roads and Bridges " Fifth Revision Cl. 309-3-2-2 and 305 -4-4 etc., complete.

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.

Providing RE wall for the ROB on Attur side

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS208, 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

Vibrated 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 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 Levelling Pad

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 supervision during precasting and erection 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 3100 MORTH -V Specifications

Providing filter media behind the RE wall with clean graded material 22.4 mm to 2.8 mm to 600mm thick and well compacted in layers 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 MORT&H V - 2013 Standard specifications for Roads and Bridges " Fifth Revision Cl. 309-3-2-2 and 305 -4-4 etc., complete.

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.

Providing Friction slab cum crash barrier for the ROB above RE wall portion

Plain Cement Concrete M10 (Nominal Mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including potable water, labour charges for mixing, transporting, laying and compacting, curing concrete, 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 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 on Salem side

Earth work excavation in all classes of soil except hard rock not requring blasting and depositing on bank with all leads and lifts as per SS20B including cost of labour charges materials, tools and equipments and all incidental charges clearing the site and disposal of surplus materials etc., for complete for foundation

Vibrated 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 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 for RETAINING WALL(Base Slab)

Vibrated 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 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 for wall of RETAINING WALL

Vibrated cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for CC PARAPET.

Providing filter media behind the retaining wall with clean I graded material 22.4mm to 2.75mm to 600mm thick and well compacted in layers 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 MORTH (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Providing weep holes in brick masonry/plain/reinforced concrete abutments,wing walls/return walls with 100mmdia AC pipe,extending through the full width of the structure with slope of a V:20H towards drawing face, complete as per drawing and technical specifications,MORT&H specifications

Filling behind the Retaining wall with clean grity gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layer, tamping under OMC to get the Maximum dry density including watering with all leads for water and all other incidental charges,all etc

Providing Retaining wall for the ROB on Attur side

Earth work excavation in all classes of soil except hard rock not requring blasting and depositing on bank with all leads and lifts as per SS20B including cost of labour charges materials, tools and equipments and all incidental charges clearing the site and disposal of surplus materials etc., for complete for foundation

Vibrated 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 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 for RETAINING WALL(Base Slab)

Vibrated 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 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 for wall of RETAINING WALL

Vibrated cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for CC PARAPET.

Providing filter media behind the retaining wall with clean I graded material 22.4mm to 2.75mm to 600mm thick and well compacted in layers 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 MORTH (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Providing weep holes in brick masonry/plain/reinforced concrete abutments,wing walls/return walls with 100mmdia AC pipe,extending through the full width of the structure with slope of a V:20H towards drawing face, complete as per drawing and technical specifications,MORT&H specifications

Filling behind the Retaining wall with clean grity gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layer, tamping under OMC to get the Maximum dry density including watering with all leads for water and all other incidental charges,all etc

Forming Approach Road

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.

Providing GSB using close graded materials as per clause 401.2.1 which statisfies.,the grading V as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including cost and conveyence of all materials and hire and machineray charges of Tools and plants employed and all other incidental charges as per of MORT&H-Vth revision.

Providing GSB using close graded materials as per clause 401.2.1 which statisfies.,the Grade III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including cost and conveyence of all materials and hire and machineray charges of Tools and plants employed and all other incidental charges as per of MORT&H-Vth revision.

Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per clause 406 as directed by Engineer.

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 MORT&H -Vth revision

Providing and laying of Tackcoat using Bitumen Emulsion RS-1 at the rate of 2.50 kg per 10 sqm over the primed surface preparatory to another bituminous construction over it .

Providing and laying consolidated thick Dense bituminous macadam (Grade-II) using 0.24 cum of 26.50 -13.20mm, 0.25cum of 13.20-2.36mm and 0.23 cum of 2.36mm and below IRC HBG metal with 53.20 kgs of bitumen VG-30 grade for pre mixing per 10 sqm including cost and conveyance of all materials to CMP site including bitumen, heating the bitumen and aggregate to required temperature and mixing themin required temperature in central hot mix plant 20-30tones capacity, conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness with mechanic paver to the specified grades and cross sections compaction by 8-10 Vibratory/pneumatic to the required density etc., including labour charges for loading bitumen into bitumen tank and metal to feeder unit, bour for attenting to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory/pneumatic roller and all other incidental charges etc., complete as per clause 505 of MORT&H-Vth revision. (60mm thick)

Providing and laying consolidated thick Dense bituminous macadam (Grade-I) using 0.40 cum of 37.50-13.20mm graded metal and 0.35 cum of 13.20-2.36mm graded metal and 0.360 cum of 2.36mm and below IRC HBG metal with 71.30 kg of bitumen VG-30 grade for pre mixing per 10 sqm including cost and conveyance of all materials to CMP site including bitumen, heating the bitumen and aggregate to required temperature and mixing themin required temperature in central hot mix plant 20-30tones capacity, conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness with mechanic paver to the specified grades and cross sections compaction by 8-10 Vibratory/pneumatic to the required density etc., including labour charges for loading bitumen into bitumen tank and metal to feeder unit, bour for attenting to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory/pneumatic roller and all other incidental charges etc., complete as per clause 505 of MORT&H-Vth revision.(90mm thick)

Providing and laying Bituminous concrete 30/40mm 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 30 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidate by 8-10 tonne vibratory/pneumatic roller to the required density etc,. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher/ 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and palnt required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5

Providing Service Road

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

Providing GSB using close graded materials as per clause 401.2.1 viz., which satisfies the grading V as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including cost and conveyence of all materials and hire and machineray charges of Tools and plants employed and all other incidental charges as per MORT &H revision V.

Providing GSB using close graded materials as per clause 401.2.1 viz., which satisfies the grade III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including cost and conveyence of all materials and hire and machineray charges of Tools and plants employed and all other incidental charges as per MORT &H revision V.

Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.

Providing and laying single coat of low viscosity liquid bituminous materials to the absorbent W M M surface using 7.00 Kg of Slow setting I bituminious emulision primer for 10 sqm area including cost of bituminious primerincluding labour charges for preparing the surface to lay the bituminious primer and applying the required quanity of bituminious primer as primer coat by bitumen sprayer etc complete as per clasue 502 of MORTH 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, laying 74mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.5mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below HBG IRC metal and with 50.30kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidate mby 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 -5th revision.

Providing Storm water Drain Cum footpath on Salem side

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 2 m as per SS20B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting , shoring , bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstruction , trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for box cutting as per 305 of MORT&H

Plain Cement concrete M10 (Nominal mix 1:3:6) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement and labour for mixing laying, watering curing and compacting concrete and labour for form work and all other incidental charges, etc., complete.for Leveling course of drain.

Vibrated Reinforced Cement concrete using (M25 Grade) design mix using ISS 20mm size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including form work ,soft water, labour charges for mixing, transporting, laying, curing concrete , working at depth ,hire charges for tools and plant including all other incidental charges etc., complete as per relevant standard specification for base slab , Vertical wall and Cover slab for drain including the lifting slab for manhole

Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the water.

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule and cost of HCRM 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 necessery and placing the reinforced in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specifications.

Providing Storm water Drain Cum footpath on Attur side

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 2 m as per SS20B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting , shoring , bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstruction , trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for box cutting as per 305 of MORT&H

Plain Cement concrete M10 (Nominal mix 1:3:6) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement and labour for mixing laying, watering curing and compacting concrete and labour for form work and all other incidental charges, etc., complete.for Leveling course of drain.

Vibrated Reinforced Cement concrete using (M25 Grade) design mix using ISS 20mm size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including form work ,soft water, labour charges for mixing, transporting, laying, curing concrete , working at depth ,hire charges for tools and plant including all other incidental charges etc., complete as per relevant standard specification for base slab , Vertical wall and Cover slab for drain including the lifting slab for manhole

Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the water.

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule and cost of HCRM 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 necessery and placing the reinforced in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specifications.

Providing pier protection with safety kerb

Earth work excavation in all classes of soils not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B,Including cost of all labour, equipments and all other incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Safety Kerb.

cement concrete M15 (1:2:4) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Footing of Kerb.

Vibrated cement concrete M20 (1:1.5:3) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Safety Kerb.

Painting black & white emulsion paint on kerbs including cost and conveyance of all materials to site and labour charges including all other incidental charges etc., complete as directed by the engineer as per drawing and technical clause 803.

Providing Painting for ROB

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

Painting two coats with ready mix exterior emulsion paint of approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts for Zebra marking.

Providing Road Furnitures

Providing and fixing of retro reflectorised cautionary mandatory and informatory sign(without definition board) made out of high intensity prismatic grade sheeting confirming to Type-IV standards of IRC 67 -2012 and ASTM D 4956-09 , specification and fixed over 2mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75 mm. x 75 mm. x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of th sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 Cm. 60 Cm 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-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801)

90 cm Equilateral Triangle

60 cm Equilateral Triangle

60 cm circular

80 X 60 cm rectangular

60 X 45 cm rectangular

60 X 60 cm square

Providing and fixing Digittally printed Retro-Reflectorized overhead Gantry Informatory Sign Board made out of cube corner Micro Prismatic grade sheeting of type XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally printed using Latex Printer for traffic color logos/text and laminated with clear electro - cuttable film and applied to properly prepared sign substrats, fixed over 2mm thick aluminium sheet with back supporting frame of size 50mmx50mmx6mm MS angle and supported on 2 numbers of vertical posts of 300 NB(Nominal Bore) MS pipe of 12mm thick with a ground clearance of 6 metres along with 80NB (Nominal Bore) MS pipes with 4mm thick and 40NB (nominal Bore) MS pipes with 3.20mm thick support posts. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of propoerly designed substructure and foundation with Reinforced Cement Concrete M20 grade column (1.25m x 1.90m) and footing (1.80m x 1.80m x0.30m) with Fe500 steel over Plain Cemnt Concret M15 grade levelling Course of 100mm thick for each vertical post. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS Base Plate of size 1200mmx 1200mm x25mm with Anchor Bolts of 25mm dia and 1000mm length, 2 numbers of MS Top plates of size 900mm x 900mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffener plates of 8mm thick are to be used for each vertical post, to hold the sign board at the bottom and top respectively and including the IP Camera specifications shall not be less than Supply, installation and commissioning of IP based based incident camera 4 Nos with 4MP resolution, 4 Channel Digital Video Recorder, 2TB Hard Disk (30 Days), 4 Channel SMPS, 8 BNP connectors, Wiring, Internet Hotspot with extender, Mounting Pole.and also the cost including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges and fixing the overhead sign board in position, etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the Engineer in charge. The micro prismatic grade retro- reflector sheet should have minimum co-efficient of Retro- reflection values as per table 6.9 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed logos/text/legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification No.801). The Latex printer used for digital printing should be used with inks of low VOC emissions and should have green guard, eco logo certificates as per UL 2801 standards.

Providing and laying of hot applied thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc. complete. (as per MORT & H specification No.803).

Supplying and installation of delineators (road way indicators,hazard markers and object markers),80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips,fitted with 80 X 100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc.,complete (as per MORT & H specification No.806)

Providing and fixing reflective road studs of Category A raised pavement markers made out of poly corbonate/methyl methecrylate/ABS moulded body conforming 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 confirming 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 length, height and width of the body shall not be less than 100mm, 15mm and 90mm and with minimum reflective area of 13 sqm on each side and the slope to the base shall be 35 +/- 5degree. each reflector shall have a CIL not more than values specified in table 2 of said MORTH circular. the strength of detachment of the intragrated 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 drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommandation and complete as directed by the engineer. The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and conforming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete.

Providing Deck Drainage system

Providing and fixing 160mm dia PVC pipes of approved class not less than 4 kg/m2 connecting the drainage spouts of the deck slab along both sides of the deck slab connected to the Rainwater harvesting system below every third span with all bends tees clamps and all other accessories and fixures complete including tools and plants, transporation etc.,

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 collection chamber(ordinary soil)

Filling with 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 the pit and Rain water harvesting well

Filling with 40mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the engineer in charge

Filling with 20mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the engineer in charge

Filling with 12mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the engineer in charge

Filling with 6mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the engineer in charge

Providing and laying of ISI Class NP 3 pipe of best quality of 1200mm dia. in the rain water harvesting system with all required specials including cost and conveyance of pipes and specials , labour charges for in position and all other incidental charges etc., complete for pipes as directed by the Engineer

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

M RAJKUMAR