GENERAL

New Road Formations

Formation of 9m wide New Service Roads on both sides of Existing 4 Lane Road (Corridor-1) Vijayawada Guntur Road from Ch (+0m to +1500m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Supplying and fixing of Solar Powered Road Marker (Solar Stud) of approximate size 100 mm x 100 mm x 20 mm, moulded body of high strength engineering plastic/polycarbonate/ABS capable of withstanding vehicular loads, fitted with a solar panel, rechargeable battery/super-capacitor and super-bright LED(s) with photo-sensor based automatic dusk-to-dawn operation and flashing visible from a distance of not less than 800 m at night, in white/yellow/red colour as directed for centre line, lane line or edge line marking, fixed to the road surface with epoxy resin/adhesive as recommended by the manufacturer without drilling or nailing the pavement, conforming to the technical requirements of MoRT&H Specification Clause 804, IRC:35-2015 guidelines for road studs and ASTM D4280 for retroreflective pavement markers, including cost and conveyance of all materials, equipment and labour, complete for finished item of work as directed by the Engineer-in-Charge.

Formation of 3m wide New Roads on both sides of Existing 2 Lane Road (Corridor-7) Making it to 4 Lane Road Hanumaya Circle to NTR Stadium from Ch (+0m to +1200m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting / Wearing Coats, Pot Hole Repairs, Table Top Crossings & Road Furnitures

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (10 Nos) and Road Markings & Road Furniture on Corridor-1 Vijayawada Guntur Road from Ch (+0m to +1500m) in Guntur Municipal Corporation

Providing B.T. patch work for pot holes using 40 to 45mm HBG metal with required quantity of 10 to 12mm size HBG key chips and 42 Kgs of 80/100 grade bitumen per one cum of work for filling the pot holes including removal of loose material in the pot holes trimming the edges to provide form vertical faces cleaning applying tack coat filling the pot holes compacting and finishing including cost and conveyance of materials, T&P charges and all labour charges for all operations etc., complete for finished item of work as directed by the Engineer-in-charge in the following reaches.

Providing B.T. patch work for pot holes using 20 mm HBG machine crushed metal with required quantity of 10 to 12mm size HBG key chips and 80/100 grade bitumen at 72 Kgs / 1 cum of work for filling the pot holes including removal of loose material in the pot holes, trimming the edges to provide form vertical faces, cleaning, applying tack coat, filling the pot holes compacting with power Road roller of 8 to 10 T and finishing including cost and conveyance of materials T&P charges and all labour charges for all operations etc., complete for finished item of work as directed by the Engineer-in-charge in the following reaches.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Supplying and fixing with Cobble stones of size 100mm x 100mm x 100mm (4" x 4" x 4") and any colour of granite stone with hand cut edges/Machine cut edges / Thumbed edges & of flamed / shotblasted finish.etc set over base coat of 30mm thick and jointing with cement mortar (1:3) using screened sand over CC bed (1:3;6) already laid, including flushing with neat cement slurry of honey like consistency spread @ 3.0 kgs per sqm, including cost and conveyance of all materials like cobble stone, cement , 2.36mm - 5mm size stone chips (sand), water etc., and overheads & contractors profit complete, but excluding seigniorage charges, as per drawing or as directed by the Engineer-incharge for finished itme of work

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs . This rate including cost of material , all labour charges , scaffolding , vibrating watering , ramming other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (10 Nos) and Road Markings & Road Furniture on Corridor-1 Vijayawada Guntur Road from Ch (+1500m to +3000m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (10 Nos) and Road Markings & Road Furniture on Corridor-1 Vijayawada Guntur Road from Ch (+5100m to +6450m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (8 Nos) and Road Markings & Road Furniture on Corridor-6 Hindu College to Collector Office Road from Ch (+0m to +1500m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (27 Nos) and Road Markings & Road Furniture on Corridor-7 Lakshmipuram to Hanumaya Company Road from Ch (+0m to +2500m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Providing Hot Applied Thermoplastic Road Markings (Edge Lines, Centre Lines and Zebra Crossings – 2,996 Sqm) on Corridor-11 in Guntur Municipal Corporation

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Supplying and fixing of Solar Powered Road Marker (Solar Stud) of approximate size 100 mm x 100 mm x 20 mm, moulded body of high strength engineering plastic/polycarbonate/ABS capable of withstanding vehicular loads, fitted with a solar panel, rechargeable battery/super-capacitor and super-bright LED(s) with photo-sensor based automatic dusk-to-dawn operation and flashing visible from a distance of not less than 800 m at night, in white/yellow/red colour as directed for centre line, lane line or edge line marking, fixed to the road surface with epoxy resin/adhesive as recommended by the manufacturer without drilling or nailing the pavement, conforming to the technical requirements of MoRT&H Specification Clause 804, IRC:35-2015 guidelines for road studs and ASTM D4280 for retroreflective pavement markers, including cost and conveyance of all materials, equipment and labour, complete for finished item of work as directed by the Engineer-in-Charge.

Vending Zones & Parking Works

Construction of Vending Zones (25 Nos) & Seating Areas with Kerb Stones and M-50 Interlocking Pavers of 100mm thick including Stone Benches & Dustbins on Corridor-6 (Hindu College to Collector Office Road) in Guntur Municipal Corporation

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest, width 16", 4" thick and 18" height, leg size 4" width, including cost and conveyance of all materials, loading, unloading, transport and all operational, incidental labour & lift charges, overheads & contractor's profit, complete for finished item of work.

Pole-Mounted Stainless Steel Dual Dustbin: Dual pole-mounted stainless steel dustbins, which are typically used for road and public space installations. Design/Structure: Twin Bins: Two separate cylindrical bins mounted side-by-side. Mounting: Pole-mounted structure. The bins are suspended between sturdy vertical stainless steel poles/stands, which have square base plates designed for bolting securely into concrete or the ground. Finish: Brushed/Matte or Polished stainless steel finish. Ventilation/Aesthetics: The bins feature a perforated pattern (square cut-outs) around the upper and lower sections, providing ventilation and aesthetic appeal. Lid Type: Open Top for easy, touch-free waste disposal. Some models may have a swinging mechanism to tilt the bins for emptying. Capacity: 60 Liters per bin . Durability: Rust-resistant, anti-corrosive, and built to withstand outdoor elements and heavy public use.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new concrete work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply, Laying and Fixing of precast concrete blocks for paving of M- 50 grade and thickness not less than 100 mm for Heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over a base coat of 50mm thk sand bed including cost and conveyance of all materials like sand, water tiles etc.,to site, labour charges for loading & unloading, laying to desired lines and levels complete and Overheads & Contractor Profit etc. for finished item of work.

Construction of Heavy Vehicle Parking Bays (6 Nos, 30m × 9m) with M-55 Interlocking Pavers of 120mm thick in Guntur Municipal Corporation

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Manual Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Mechanical Means

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new concrete work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply of precast concrete blocks for paving of M-55 grade and thickness not less than120 mm for very heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Construction of Vehicle Parking Bays with M-50 Interlocking Pavers of 100mm thick (13 Nos 30m × 5m & 47 Nos 30m × 3m) and Road Side Vehicle Parking 2.30m wide on Corridor-7 (Lakshmipuram to Hanumaya Company Road) in Guntur Municipal Corporation

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Manual Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Mechanical Means

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new concrete work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply, Laying and Fixing of precast concrete blocks for paving of M- 50 grade and thickness not less than 100 mm for Heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over a base coat of 50mm thk sand bed including cost and conveyance of all materials like sand, water tiles etc.,to site, labour charges for loading & unloading, laying to desired lines and levels complete and Overheads & Contractor Profit etc. for finished item of work.

Drainage, Footpath & Median Works

Providing RCC Cover Slabs for existing Drains on Corridor-1, Corridor-6, Corridor-7 & Corridor-11, Construction of New RCC Drain 1.50m × 1.50m with Cover Slab on Corridor-1 (both sides) and RCC Box Culverts 2.50m × 2.00m (12 Nos × 10m) including Dismantling, Footpath Tiles, MS Gratings & Painting in Guntur Municipal Corporation

Dismantling of existing structures like Prestressed / reinforced Cement concrete grade M-20 & above by mechanical means including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m as per MoRTH specification 202 , 2.4 II (B) (5th revision)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work, steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m (By Mechanical means in Cement concrete grade M-15 & M-20) as per MoRTH specification 202 , 2.4 II (A) (5th revision)

Providing Reinforced cement concrete grade M 20 (Design Mix) for Drain Cover Slabs of 150 mm thick including centering, shuttering, compacting by vibration, curing for 14 days, lifting and placing in position (for precast slabs) complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, as per Standard Specifications and as directed by the Departmental Officer in charge of the Work.

Providing High Yield Strength Deformed (HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work as per SS. (For Cover Slabs)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing Plain Cement Concrete (1:4:8) in open foundations using 40mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Providing Reinforced cement concrete grade M 20 (Design Mix) in Foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. (FOR RAFT)

Providing Reinforced cement concrete grade M 20 (Design Mix) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. For Drain Side Walls.

Providing Shuttering Charges for RCC vertical walls of plane surface (rate is for both sides centering) including open drains/culverts

Providing Reinforced cement concrete grade M 20 (Design Mix) for Drain Cover Slabs of 150 mm thick including centering, shuttering, compacting by vibration, curing for 14 days, lifting and placing in position (for precast slabs) complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, as per Standard Specifications and as directed by the Departmental Officer in charge of the Work.

Providing High Yield Strength Deformed (HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work as per SS.

Flooring with Chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 400 x 400 mm and thickness 25 mm of any shades set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, complete for finished item of work.

Supply, fabrication and fixing of MS Gratings of size 1.00m × 1.00m (weighing about 40 kg each) made of MS flats / square bars welded to MS angle frame, with matching MS angle frame embedded in the RCC cover slab, provided at every 30m interval for inspection and cleaning of drains, including cutting, welding, grinding, fixing in position, cost and conveyance of all materials and labour charges etc., complete for finished item of work as per approved drawing and as directed by the Engineer-in-charge. (Rate adopted as per MS Structural Steel item – unit 1.00 kg)

Painting with Synthetic Enamel Paints -Two coats -for new Iron work (MS Gratings) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply & application of two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exposed road-side edges of RCC cover slabs, paint of shade as approved by the Engineer-In-Charge to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost and conveyance of all materials to site, and all operational, incidental, labour charges etc., and overheads & contractors profit complete for finished item of work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing Plain Cement Concrete (1:4:8) in open foundations using 40mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Providing and Laying Vibrated reinforced cement concrete M30 grade in foundation using 20 mm size HBG crushed stone aggregate including cost, seigniorage, conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and operational charges of T&P required etc., complete as per Clause 802, 803, 1202 & 1203 of MORD & MORT&H specification 1500, 1600, 1700 & 2200 for box culvert (for raft).

Providing and Laying Vibrated reinforced cement concrete M30 grade in Substructure using 20 mm size HBG crushed stone aggregate including cost, seigniorage, conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and operational charges of T&P required etc., complete as per Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH for box culvert (for walls) – excluding formwork, centering & shuttering measured separately under item 24.

Providing and Laying Vibrated reinforced cement concrete M30 grade in Superstructure using 20 mm size HBG crushed stone aggregate including cost, seigniorage, conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and operational charges of T&P required etc., complete as per Clause 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH for box culvert (for top slab).

Providing Centering and Shuttering including strutting, propping, bracing etc. and removal of formwork for RCC box culverts using steel / plywood shuttering for side walls (inner and outer faces) and soffit of top slab, including cost of all materials, labour charges, hire charges of T&P etc., complete for finished item of work as per MORD / MORTH specifications and as directed by the Engineer-in-charge.

Providing High Yield Strength Deformed (HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work as per SS. (For Box Culverts)

Miscellaneous Works – Construction of Saucer Drains (13.7 km), Service Pits (15 Nos), Percolation Pits (50 Nos) and Bus Stops (7 Nos) along the Special Road Corridors in Guntur Municipal Corporation

A. Saucer Drain – 13.7 km, both sides

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

B. Service Pits – 15 Nos

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Providing Reinforced cement concrete grade M 20 (Design Mix) in Foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. (For Base Slab / Raft of Service Pits)

Providing Reinforced cement concrete grade M 20 (Design Mix) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. For Service Pit Side Walls.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

C. Percolation Pits – 50 Nos

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechanical Means-Upto 3 m depth

Filling with Aggregates 63 to 45mm in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Aggregates Aggregate 20mm in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water, stones etc., to site, labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing and cost of overheads & contractors profit etc., complete for finished item of work in foundation and basement. (APSS No. 601 & 615).

Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe 175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burried channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe ,couplings, cap, plug fixation, and including filling the peripheral gap with rebullied pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, clamps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per ISI specification used for rotary tube well. The pebbled gravel packing should be carried out in such a way that the theoritical quantity consumed completely.The entire work to be carried out as per I.S. 2800 Part - I & II of 1979 and including cost of all materials and all labour charges and excluding all taxes etc.,

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

E. Bus Stops – 7 Nos

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) in Ordinary Soil-Mechanial Means-Upto 3M depth (in restricted areas)

Filling with Carted Gravel in trenches, sides of foundations & basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of gravel for finished item of work. (APSS No 309 & 310).

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66

Supplying, fitting and placing HYSD (Fe 500/ tmt grade as per IS 1786-1985) bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work [ BLD-CSTN-4-1]

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) for Super Structure

Plastering 12 mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 12 mm [BLD-CSTN-8-10]

Flooring with 18 to 20 mm thick Anti - skid Granite (Black) 18-20 mm thick upto 2.43 M with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work (S.S.701 & special)

Half Rounding the edges of granite/Rough Kadapa/Shahabad stone slabs of all thickness including polishing the same the same and over heads &contractor profit etc.

Providing and applying synthetic plaster putty or equivalent putty or texture paint of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for external walls - including cost of access scaffolding for:-External Colouring - Providing Putty/ Texture to External walls [BLD-CSTN-12-17-14]

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats

Manufacture,supply,delivery and fixing of Mild Steel Tubes & pipes of all diameters as per IS-1161 for Roof Truss works like MS Hallow Sections etc, made with MS Structural Steel, i.e. Circular, Square Hallow Sections etc including welding , finishing etc complete unit 1.00 kgs.

Supply,fabricating and providing Roofing with prepainted galvalume trapezoidal profile roofing sheets with 0.5mm thickness, coating: Alu zinc coating AZ150 GSM tensile strength 550MPA paint coating regular modified polister painting. Painting thickness (top):8x20 microns, (bottom) 5 to 7 microns, sheet width 1.020 , length: maximum 12mts with regular range colours fixed with GI 'J' bolts and nuts 8mm dia complete excluding the cost of purlins , rafters, truses and cost and conveyence of all materials and labour charges for all operations etc., complete for finished item of work

Painting with Red Oxide Primer Paint - one coat and Synthetic Enamel Paints -Two coats -for new Iron work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supplying and fixing aluminium composite cladding with skin material 0.25 mm thick aluminium sheet cover material natural polyethylene aluminium cladding panel fixed with extruded aluminium basis frame (50x25x1.5mm) angle cleats, weather sealants, rivets, GI brackets all as approved, using suitable bolts on structural steel work including necessary accessories complete in all respects including all scaffolding and labour charges etc., complete for finished item of work but excluding cost of structural steel fabrication, if any, ACP Cladding - 4 mm thk

Construction of 2m wide Footpath (11.7 km) along the Special Road Corridors in Guntur Municipal Corporation

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Filling with Stone Dust in foundation trenches / below footpath pavers as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including cost and conveyance of stone dust (finer than 3mm), watering, ramming and consolidating in layers, all labour charges, overheads & contractors profit etc., complete for finished item of work (RBR-FNDN-2(1)).

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 30 grade strength including PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new Iron work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Median Works – Repairs to Existing Median on Corridor-1 (Vijayawada Guntur Road), Median Cladding on Corridor-6 and Construction of New 1.2m wide Median on Corridor-7 in Guntur Municipal Corporation

Dismantling of existing structures like Prestressed / Reinforced Cement Concrete grade M-20 & above by mechanical means including T&P and scaffolding wherever necessary, sorting the dismantled material, stacking the serviceable materials and disposal of unserviceable materials with all lifts and lead upto 5 km as per MoRTH specification 202, 2.4 II (B) (5th revision) and as directed by the Engineer-in-charge.

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Providing Reinforced cement concrete grade M 20 (Design Mix) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. For Median Walls.

Supply and delivery of hard granite stone of size 0.15 x 0.30 with 60 mm thickness including cutting and fixing it to the face of the divider wall with set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with full depth, including cost of all materials like stones, cement, sand and water and labour charges and incidental charges etc., complete for finished item of work as directed by the Engineer-in-charge of work.etc., complete for finished item of work.(APSS No.701 &707) (R&B Pulivendula approved data 2020-21 SSR)

Flooring with Telephone Black Granite 16 to 18 mm thick up to 8'-00 (2.43 M) set over a base coat of CM (1:8) prop. 20mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of granite to full depth including cost and conveyance of all materials like cement, sand, water, granite, white cement etc., to site (excluding cost of C.C. bed), cost of base coat and all labour charges for mixing of cement mortar, laying granite to required slope as directed by the Engineer- in-charge, cost of overheads & contractors profit etc., complete for finished item of work . (APSS No.701 & 707)

Half Rounding the edges of granite stone slabs of all thickness including polishing the same as per SoR BMM-V.10

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying excluding sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Placemaking & Landscape Works

Landscape & Plantation Works – Lawn, Hedge, Shrub and Avenue Tree Plantation with Maintenance on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6, Corridor-7 and Corridor-11 in Guntur Municipal Corporation

Bed preparation for Dibbling for Bermuda/Doob/ Shade Grass :-Dressing the surface to the desired shape, laying 150 mm (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, compacting to 4" thickness by hand roller including cost of red garden soil, sand and labour charges etc. complete for bed preparation and dibbling rooted slips of grass @2" apart and ramming including slipping of grass, racking the soil before dibbling, watering and ramming complete etc., for finished item of work excluding cost of dibbling grass and fertilizer for 1 sqm Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystaline, porous and friable, fertlie, slightly acidic or neutral

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete for item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (*10 No./Sqm of plants & bag size shall be arrived based on the spacing as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Maintenance of lawns: Watering 10 to 15 ltrs /per Sqmt/per day basing on season and weather conditions (30 watering is required in a month to maintain sub-soil moisture continuously), application of fertilizers, insecticides, Fungicides (once in a month) by manual excluding cost of fertilizers & water. (Rate per 100 Sqm)

Maintenance of lawns: Watering 10 to 15 ltrs /per Sqmt/per day basing on season and weather conditions (30 watering is required in a month to maintain sub-soil moisture continuously), application of fertilizers, insecticides, Fungicides (once in a month) by manual excluding cost of fertilizers & water. (Rate per 100 Sqm)

Maintenance of groundcover/flower beds: Watering to ground cover (one's in three day's @ 5 litres/per Sqmts shall be provide to maintain sub soil moisture continuously) by manually, excluding cost of wateri ncluding all operational, incidental ,labour charges for complete of work.. (Rate per 100 Sqm)

Supply & Delivery of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants and conveyance of all materials and labour charges etc., plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 8 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 10 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants, loading, transportation to the site, and unloading, labour charges for handling & complete for finished item of work.

Samanea saman (bag size 21"X21")

Millingtonia hortensis (bag size 21"X21")

Tabebuia rosea (bag size 21"X21")

Azadirachta indica (bag size 21"X21")

Pongamia pinnata (Karanja) (bag size 21"X21")

Bottle brush flower (bag size 21"X21")

Plumeria rubra (bag size 21"X21")

Washingtonia palm tree (bag size 21"X21")

Golden juniper (bag size 21"X21")

False ashoka (bag size 21"X21")

Hemelia patens (bag size 8"X8")

Duranta golden (bag size 8"X8")

Acalypha red (bag size 8"X8")

Rhoeo tricolor (bag size 8"X8")

Barleria cristata (bag size 8"X8")

Murraya shrub (bag size 8"X8")

Nerium oleander dwarf white (bag size 8"X8")

Nerium oleander dwarf pink (bag size 8"X8")

Tecomaria capensis orange (bag size 8"X8")

Vinca rosea (bag size 8"X8")

Umbrilla Cyprus plants (bag size 8"X8")

Golden Pandanus (bag size 8"X8")

Cenchrus ciliaris (bag size 8"X8")

Wedelia plant (bag size 8"X8")

Traveler Palm (bag size 21"X21")

Terminalia mantaly (bag size 21"X21")

Golden shower plant (bag size 21"X21")

Golden shower plant (bag size 21"X21")

Fountain Grass( White & Purple) (bag size 8"X8")

Ixora pink (bag size 8"X8")

Lantana plant (bag size 8"X8")

The African Tulip Tree Spathodea (bag size 21"X21")

Bougainvillea white and pink (bag size 12"X13")

Lagerstroemia (bag size 21"X21")

Plumeria (bag size 21"X21")

Foxtail-Palm (bag size 21"X21")

Spider_lily (bag size 8"X9")

Tecoma-capensis (bag size 8"X9")

Leucophyllum (bag size 8"X9")

Pandanus-Golden (bag size 8"X9")

Galphimia gold (bag size 8"X9")

Croton-foliage (bag size 8"X9")

Delonix regia (bag size 21"X21")

Albizia_Julibrissin (bag size 21"X21")

Burflower tree (bag size 21"X21")

-canna-lily-flower- (bag size 8"X9")

Red tips plants (bag size 8"X9")

Bougainvillea white (bag size 21"X21")

Bougainvillea yellow (bag size 21"X21")

Bougainvillea multicolor (bag size 21"X21")

Transportation of Bag plants from kadiyum to Guntur, (Actual payment will paid for the actual work done subjected to approval of the rates by the competent authority) – Rate @ Rs.1000 per metric tonne of plant weight (as per Parks Estimate), weights as per 'est input' table.

Cost of Fertilisers& Pesticides

Electrical & Lighting Works

External Electrical Works – Supply, Erection, Testing & Commissioning of Transformers, LT Kiosks, Cabling and Allied Works on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6 and Corridor-7 in Guntur Municipal Corporation

Supply and erecting of LT KIOSK with 160A, 3P MCCB Adjustable, Confirms to IEC 60947-2 and IS 13947- Part 1&2 having Breaking Capacity… with thermal magnetic release panel mounted Makes : As per list of recommended brands as category I with enclosure with suitable for incoming and outgoing bus duct connection provision, busbar of 300A , indicating lamps, internal connections, along with all standard accessories etc. complete as per site requirement.

FEEDER PILLAR PANEL Supply, fabrication, installation, testing and commissioning of cubicle type front operated, MV switchboard panel, dust and vermin proof cubicle chamber for mounting and suitable for 415 V, 50 Hz, AC supply including supply and erection of all switchgears. Panel fabricated with 14 SWG CRCA sheet steel enclosure,16 SWG CRCA Sheet steel for internal partitions including cutting, welding, fabrication, including internal chamber fire barriers, door with gaskets and locking facility, painting and cleaning after 7 tank process, panel of required colour paint, suitable Aluminum busbars, SMC/DMC etc.,as required including labour charges etc complete . The panel shall be mounted on U channels grouted to the floor including all materials. All the PCC/ Panels shall have at least two spare cubicles of the maximum rating. All feeders shall be earthed with 2Nos GI flats of adequate size to the main earth bus of 25 x 6mm GI flat.. Fuses shall be provided for Control purposes (All Panels shall be extendable type MCCB MAKE: L&T ( DSINE), ABB(TMAX)

Supply and laying of the following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I) 1554-1, including laying in existing cable trench as per specifications etc complete as required. [Makes: Polycab / RPG / Finolex / Havells]

3.5 Core 50 Sqmm alluminium cable

3.5 Core 25 Sqmm alluminium cable

4 Core 16 Sqmm alluminium cable

4 Core 10 Sqmm alluminium cable

4 Core 6 Sqmm alluminium cable

3 Core 4 Sqmm Copper cable

3 Core 2.5 Sqmm Copper cable

3 Core 1.5 Sqmm Copper cable

Supply and making one end termination with heavy duty double compression brass gland as per BS 6121:2005 ,IP 66 complete,SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. Makes:Dowels/Comet/SMI

3.5 Core 50 Sqmm alluminium cable

3.5 Core 25 Sqmm alluminium cable

4 Core 16 Sqmm alluminium cable

4 Core 10 Sqmm alluminium cable

4 Core 6 Sqmm alluminium cable

3 Core 10 Sqmm Copper cable

3 Core 6 Sqmm Copper cable

3 Core 4 Sqmm Copper cable

3 Core 2.5 Sqmm Copper cable

3 Core 1.5 Sqmm Copper cable

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of following size: Makes:Dowels/Comet/SMI

3.5 Core 50 Sqmm alluminium cable

3.5 Core 25 Sqmm alluminium cable

4 Core 16 Sqmm alluminium cable

4 Core 10 Sqmm alluminium cable

4 Core 6 Sqmm alluminium cable

3 Core 10 Sqmm Copper cable

3 Core 6 Sqmm Copper cable

3 Core 4 Sqmm Copper cable

3 Core 2.5 Sqmm Copper cable

3 Core 1.5 Sqmm Copper cable

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in brick masonry (CM 1:3) Chamber of 400mmx 400m x 400mm with suitable cast iron cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 25 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)

Providing independent pipe earthing for Street light poles and High mast poles by excavating a trench to a depth of 2.1 m in all soils, using 40 mm dia 'B' class GI pipe of 2.5 m length with 25 x 6 mm GI flat, hume pipe ring and cover, drilling staggered holes, filling with equal proportion of salt and hard coke in layers, connecting to the pole, including all labour charges etc., complete.

Supply ,erection ,testing and commissioning of following G.I. Strip/G.I. wire on surface or in recess for connections including cost of all accessories and labour charges etc., complete as required.

25x3mm GI strip

Supply,erection and commisioning of cable route marker with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) of size 60cm x 60cm at the bottom and 50cm x 50cm at the top with a thickness of 10 cm including inscription duly engraved as required.

Supply, fabricating , installing structural steel supports for fixing of MS pipes from ceiling / wall with MS Channels, Angles, Flats, Rods, as required at site with anchor fasteners, Clamps, threaded rods, nuts, bolts,washers etc complete with painting for HT yard structure and exhaust pipe supports in DG set.

Supply , laying and fixing of following RCC hume pipe NP2 class in ground complete with RCC collars, jointing with cement mortar 1:2( 1 cement : 2 fine sand) etc including labour charges etc complete as required.

150mm dia NP2 RCC Hume pipe

Supply and laying of HDPE pipes conforming to IS 4984-2016, PE-100 grade, 6.0 kg/sqcm, 110 mm OD (SOR 2026-27 PHE Sl.16, MAT-07265) as cable duct in the prepared trench along the cable route, including jointing, bends, drawing wire and sealing of ends, complete as directed by the Engineer-in-charge.

Manufacture, Supply & Delivery of HDPE pipes conforming to IS 4984-2016, PE-80 grade, 4.0 kg/sqcm, 200 mm OD, including transportation to site (SOR 2026-27 PHE Sl.15, MAT-07246), for cable sleeves at road crossings.

Earth work excavation for cable trenches in all soils by Mechanical means upto 3 m depth, trench 0.30 m wide × 0.90 m deep along the cable / duct route, including sand cushioning, refilling in layers, watering and compacting and disposal of surplus earth etc., complete (Ordinary soils – Mechanical means as per SS-20 B / APSS 308).

Supply and providing the following materials at site including cost of all accessories and labour charges etc., complete as required.

Danger Board in 3 languages English/Telugu/Hindi in red colour with 440V marks shall comply with IS:2551-1982. 250x200mm,

Street Lighting Works – Supply, Erection, Testing & Commissioning of High Mast Lighting, Decorative Poles with LED Street Lights, LED Flood Lights, Post Top Lanterns, Bollards and Smart Street Light Control Panels on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6 and Corridor-7 in Guntur Municipal Corporation

Supply,fabrication ,transportation and erection of 12 Mtrs Polygon High Mast with single section of 3mm thick of bottom 360mm and top 150mm dia with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate, having a base plate of size 520mm dia 16mm thick with its accessories. Mast shall be in single section for 12 Mtrs and 2 sections for 16 and 20 Mtrs. Mast shall be hot dip galvanized and suitable for wind velocity of 180 KMPH as per IS 875 part 3 including head frame, 2 point suspension system with steel rope 6mm dia (7/19) construction double drum winch / power tool operating speed of 900 RPM, and necessary cable trailer connections and single speed motor with M24 x 800 mm foundation bolts of required quantity, and GI Pipe ring suitable for fixing luminaires with LED type aviation twin lamp. Makes: As per list of recommended brands.

Supply and fixing of suitable outdoor type feeder pillar box made with 14 SWG CRCA sheet after 7 tank process including S & F 40-63A FP MCB, 6 Nos SP MCB's, din channel, bus bars, 6 Sq mm 3 core copper cable for internal wiring, contactor, connectors and provision for energy meter etc., complete for finished item of work. Makes: As per list of recommended brands.

Earth work excavation with an approximate quantity of 4.0 Cum for erection of 12 Mtrs high mast and refilling with a quantity of 0.53 Cum of PCC 1:4:8, 1.50 Cum M 20 grade concrete and (80 Kgs) reinforced steel of 12mm / 10mm / 8mm, Soil bearing capacity of 10 T/Sqm, Anchor plate with cost and conveyance of all above materials including labour charges for erection of High Mast and carriage etc complete.

Supply, transportation and erection of 200w LED Flood light Luminaire made of pressure diecast alluminium housing with powder coated,having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's System efficacy >100lm/W and junction temprature < 70°C, with Ingrees protection IP66, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), IK05, Driver surge protection 4KV, external Surge protection ≥10KV with wide/ Narrow beam optics, THD<10% at 110 Volts AC, driver efficiency >90%, , CCT: 3000K - 5700K,minimum CRI>70, etc., complete a) LUMINAIRE MAKE : Wipro / Philips/ GE-Venture / Crompton/ Bajaj /Greenlites / Havells/Capart(Premium) /Halonix/Polycab/Keselec/HPL/Jaquar/Eveready b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG.

Supply, fabrication, transportation and erection of 9 Mtrs long hot-dip galvanized Octagonal pole (SOR ELEC-6.1.5) with 1.5 Mtr length Double arm bracket made with MS galvanized 40mm / 50mm dia pipe (SOR ELEC-6.1.14), MS box, 3C × 2.5 Sq.mm copper cable for internal wiring, foundation and erection (SOR ELEC-6.1.32) with all accessories as per the requirements at site and as per the directions of the field engineers. Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with HInged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having imensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: Bajaj / Valmont/Laasma /Transrail /Utkarsh/ Skipper Fabrication, Transportation and supply of 1.5 Mtr length Double arm bracket made with MS galvanized 40mm / 50mm dia Pipe. Makes:Bajaj / Valmont /Transrail/Utkarsh/ Skipper/ Laasma/United Foundation and erection charges with special T&P, for 7.50 Mtrs long Octagonal /Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.45Mtr x 0.45Mtrs x1.20 Mtr size M20 cc work vibrated concreting mixing with necessary steel (10kgs) reinforcement and curing for 7days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materials etc.complete.

Supply and fixing of 90W LED Street light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's having System efficacy > 95 lm/W and junction temprature < 70°C, with Ingrees protection IP65, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), Driver surge protection 4KV, external Surge protection ≥ 5KV with optics istribution , THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete a) LUMINAIRE MAKE : WIPRO / PHILIPS (GREEN LINE) / Lighting Technologies (Adornis) / SCHREDER (BRIKA) / GE / VIN (MATRIX) / CROMPTON (HAWK) / BAJAJ (EDGE+) / HALONIX (LUMOS - SUPER) / HAVELLS (ENDURA CITYLINER NEO) b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG

Supply, transportation and erection of 60w LED Flood light Luminaire made of pressure diecast alluminium housing with powder coated,having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's System efficacy >100lm/W and junction temprature < 70°C, with Ingrees protection IP66, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), IK05, Driver surge protection 4KV, external Surge protection ≥10KV with wide/ Narrow beam optics, THD<10% at 110 Volts AC, driver efficiency >90%, , CCT: 3000K - 5700K,minimum CRI>70, etc., complete a) LUMINAIRE MAKE : Wipro / Philips/ GE-Venture / Crompton/ Bajaj /Greenlites / Havells/Capart(Premium) /Halonix/Polycab/Keselec/HPL/Jaquar/Eveready b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG.

Supply and Transportation and erecting of 40W LED Post top lantern made with cast Alluminium with decorative opel polycarbonate diffuser with IP 65 protection etc., complete with all accessories Makes: Crompton LPTO-40-CDL-M/ Bajaj Celesta BGCL 40 W LED Wh/Wipro LP 02 or equivalent in Phillips/ Keselec/ Havells/ Halonix

Supply, transportation and Installation of Bollard as per site requirement and directed by Engineer in charge Makes : Bajaj / Crompton / Surya / VIN / Havells / Green Lights / Insta Power.

Supply, installation Testing and commissioning of Three Phase Automatic Street Light Control system with smart energy meter / CCMS to schedule the timing of lights (Reprogrammed based on astronomical clock or on field or through central control), ON / OFF switch (On field or centrally). CCMS system to capture the energy usage and other parameters at predetermined interval and store data for 30 days, download data in field via mobile app or mobile dash board, system protection against surges, upgrade firmware on field using a communication device via WIFI / GSM and GPRS, MCB Reset mechanism for temporary fault rectification, inbuilt GPS for location identification, emergency on/off, with suitable rating of latching relay, door tamper sensing, instant load on/off functionality to support maintenance activity, low voltage/high voltage trip, overload cutoff and operating voltage 350-450 volts, 50Hz with CRCA power coated enclose of IP55 protection. Single pole C curve breaking capacity 10KA MCB and suitable to control the load ….KW of three phase with necessary clamping arrangements etc., Makes: As per list of recommended brands.

FEEDER PILLAR PANEL Supply, fabrication, installation, testing and commissioning of cubicle type front operated, MV switchboard panel, dust and vermin proof cubicle chamber for mounting and suitable for 415 V, 50 Hz, AC supply including supply and erection of all switchgears. Panel fabricated with 14 SWG CRCA sheet steel enclosure,16 SWG CRCA Sheet steel for internal partitions including cutting, welding, fabrication, including internal chamber fire barriers, door with gaskets and locking facility, painting and cleaning after 7 tank process, panel of required colour paint, suitable Aluminum busbars, SMC/DMC etc.,as required including labour charges etc complete . The panel shall be mounted on U channels grouted to the floor including all materials. All the PCC/ Panels shall have at least two spare cubicles of the maximum rating. All feeders shall be earthed with 2Nos GI flats of adequate size to the main earth bus of 25 x 6mm GI flat.. Fuses shall be provided for Control purposes (All Panels shall be extendable type MCCB MAKE: L&T ( DSINE), ABB(TMAX) INCOMERS; Supply and fixing of MCCB Adjustable, Confirms to IEC 60947-2 and IS 13947- Part 1&2 having Breaking Capacity… with thermal magnetic release panel mounted. 125A 25KA 4Pole MCCB - 1 Nos, Multi function meter with CT 125/5A , class I; Out goers:; 40A -63A10KA 3P MCB - 6 Nos; 32A 10KA 4P MCB - 4 Nos; TIMER & CONTACTOR; LED Phase Indication lamps, 200A Aluminium busbars of reuqired size. Dual source meter for EB & DB metering

CCTV & Surveillance System – Supply, Installation, Testing & Commissioning of CCTV Cameras and Allied Works on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6 and Corridor-7 in Guntur Municipal Corporation

Supply, Installation, Testing and Commissioning of 32CH Embedded 4K NVR 4SATA expandable up to 40TB, audio input & Output, Two way communication supported, G7.11 audio format support, 320Mb recording throughput, 16 alarm inputs & 4 Outputs, RS485, Esata and RS232 to be supported with maximum 16 users, Op. temp -10 to 50 deg. C, NDAA compliant, UL/CE/FCC certified. Makes: As per list of recommended brands as Category I. Makes:- Honeywell /Panasonic.

Supply, Installation, Testing and Commissioning of 4MP or higher IR Dome, Fixed lens min 2.8mm DC Iris, 1/2.7" progressive CMOS image sensor, Min. Illumination 0.005 (color), S/N Ratio: 50dB, Electronics Shutter: 1/8 ~ 1/32000, IR Distance: 30M, with built in video analytics ,WDR~120dB/BLC/HLC/3D DNR, Gain Control: 0 ~100%; SD card up to 256GB, PAN: 0-355, Tilt: 0-75, Rotation: 0-354; Video Compression: H.265 HEVC/H.264/MJPEG, Smart Codec; Triple Stream; Protocals: H.265 HEVC/H.264/MJPEG, Smart Codec; ONVIF: S/G/T; Op. Temp: -40 to 60 Deg; power consumption max. 6W; IP67,IK10,UL,NDAA,BIS Compliance. Makes: As per list of recommended brands as Category I. Makes:- Honeywell /Panasonic.

Supply, installation, Testing and Commissioning of IP IR PTZ Camera- 2MP 38x Network PTZ Dome Camera Max. 2megapixel (1920 x 1080) resolution, 4.44 ~ 169.4mm (Optical 38x) lens, Max. IR viewable length : 200m (656ft), Day & Night (ICR), WDR (150dB), DIS (Built-in gyro sensor), 1/2.8’’ Progressive Scan CMOS, Intelligent Video / Audio Analytics, Intrusion Detection and Motion Detection, Shock detection, Azimuth display (Cardinal & intermediate directions),Multiple streaming, Wise Stream II support H.265, H.264, MJPEG codec support MicroSD / SDHC / SDXC memory 2 slots (Up to 512 GB) IP66, IK10 UL Certified PTZ Camera along with pole/wall mount L-bracket for Mounting, Power Adapter, IP66, TVS 4,000V Lightning Protection, Surge Protection and Voltage Transient Protection etc. Makes: As per list of recommended brands as Category I. Makes:- Honeywell /Panasonic. (at road junctions)

Supply, Installation, Testing and Commissioning of 4 MP or higher IR Bullet camera with Motorized Varifocal Lens, H.265 codec, IP67 outdoor housing, IR range min 50m, PoE powered, complete with mounting bracket. Makes: As per list of recommended brands.

Supply and fixing of Surveillance HDD-4 TB. Makes: As per list of recommended brands. Make: Seagate/Hitachi/TOSHIBA/ED

Supply and installation of 4K UHD, 55” LED Display complete with following Specifications: a) Diagonal Size 55" b) Type Edge LED BLU. c) Resolution 3840*2160 (4K UHD) d) Pixel Pitch(mm)0.105 x 0.315. e) Active Display Area(mm)1209.6(H) x 680.4(V) f) Brightness (Typ.) 350 nit. g) Contrast Ratio 4000:1. Makes: As per list of recommended brands Make- Samsung QB55R or its equivalent make in Dell / LG / Samsung / Lenovo / HP

Supply and installation of 24 inch (60.96cm) Full HD LED Monitor with Wall Mountable Stand, Height Adjustable, HDMI and VGA Ports with all accessories. Makes: Make: Dell / LG / Samsung / HP

Installation, testing, Commissioning & Integration of CCTV system in Control room including mobile configuration and communication of entire system as per the directions of Engineer-in-Charge. Note: The above charges for Installation, testing, Commissioning & Integration of CCTV system in Control room may be given on job work basis for every 10 cameras or part there of depending upon size of the building/premises.

Supply, laying ,testing and commissioning of 4-pair, Cat6 Solid Performance verified up to 450 MHZ. support 1Gbps with Cross (+) filler pair separator & FRPVC sheath 23 AWG, STP/UTP Cable , Meets or exceeds ANSI/TIA-568-C.2 and ISO/IEC 11801‐1 UL Listed &RoHS Compliant in the existing raceways /PVC conduits including making connections to information outlets and patch panels with ferruling at both ends for identification with necessary tools for punching stripping crimping and testing required etc., complete. Makes: As per list of recommended brands as category II. – 6 UTP cable

Supply installation testing and commissioning of 4 pair 24AWG Cat-6 UTP, flexible, double ended patch cords LSZH along with 2 nos of RJ 45 connectors with strain relief boots Compatible to T568A, T568B specifications including making connections to information outlets Makes: As per list of recommended brands as category II. – 3 mtr /10 ft patch cord

Supply installation testing and commissioning of LC Pigtails LSZH 1mtr for fiber core connectivity Makes: As per list of recommended brands as category II. – Multi Mode

Supply installation testing and commissioning of Indoor Multimode [62.5/125um] glass Fiber Optic Cable HDPE as per latest amendments of TIA /ANSI/ 568 B.3, GR 20 CORE / UL listed NEC 770 Standards in existing raceways/ PVC Conduits/ slotted channels including making Terminations to active passive equipment with ferruling at both ends for identification with necessary tools for Terminations and testing required.Makes: As per list of recommended brands as category II. – 12 fiber

Supply installation testing and commissioning Outdoor, steel tape armoured multimode[62.5/125um ] glass Fiber Optic Cable HDPE as per latest amendments of TIA /EIA 568B.3 , GR 20 CORE/ UEC 794-1/ EN 187000 Standards in existing MSPVC Conduits/ hume pipe including making terminations to active passive equipment with ferruling at both ends for identification with necessary tools for Terminations and testing required.Makes: As per list of recommended brands as category II. – 12 fiber

Supply, Installation and Testing and commissioning of indoor 1 pair multimode [62.5/125um ] glass Fiber Optic Patch Cords of three mtr length as per latest amendments of TIA /EIA 568B.3 and IEC 794 Standard Specifications including ST II / SC/FC/MT/ PC connectors at both ends as per requirements. Makes: As per list of recommended brands as category II.

Supply, Installation Testing and commissioning of 19 " Rack mounted/surface mounted aluminum / Black matt powder coated multimode glass Fiber Optic Cable Patch panel/ along with cable tray/ fiber management system , adapters for ST II/ SC/LC /MT/PC /LC connections including making connections Cable management rings are used to ensure flexibility of pigtails and excess fibers to active / passive equipment with ferruling at both ends for identification with necessary tools for Terminations and testing required. Makes: As per list of recommended brands as category II. – 36 Ports

Supply, Installation, Testing and Commissioning of Wall mounted Communication rack in one section with glass doors, swing handles, lock, Top and Bottom Cable entries, supports for mounting rack on wall, Cable managers, Fan tray with 2 x 230 Volt fans, Equipment mounting hardware, wire managers, power supply box for supplying power to hubs, fans etc., along with earth continuity kit, MCB, indicator, moulded power supply cable, Blank panels, sliding shelves etc. Makes: As per list of recommended brands as category II. – 12 U(44 mm ) wall mounted

Supply, Installation, Testing and Commissioning of Floor mounted communication rack in one section with glass doors, swing handles, lock on both doors, Top and Bottom Cable entries with gland plates, Castor with brakes , 7 no Cable managers, 1 no Fan tray with 2 x 230 Volt fans, Equipment mounting hardware, wire managers, power supply box for supplying power to hubs, fans etc., along with earth continuity kit, MCB, indicator, moulded power supply cable, Blank panels of 1u / 2 u, sliding shelves. Frame of communication rack should be made of heavy grade Aluminum profile PS grey painted and panels should be made from CRCA steel 18 SWG RS Beige painted Makes: As per list of recommended brands as category II. – 27 U (44 mm) Floor Standing Rack

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole 7.5 Mtrs height (Bottom 130 mm, Top 70 mm, 3 mm thick) with BSEN-10025 S355J0 steel, base plate 220 x 220 x 12 mm and 4 Nos M20 x 700 'J' bolts with template, hinged door with bakelite board, for mounting CCTV cameras.

Foundation and erection charges with special T&P for 7.50 Mtrs long Octagonal / Conical pole duly including excavation, concreting and refilling etc., complete.

Supply & Fixing of small business 8 port Gigabit POE Managed Switch (field switch in outdoor IP65 enclosure at pole) complete.

Supply, Installation, Testing and Commissioning of Small Business 24 port Gigabit Managed Switch (core / aggregation switch at Central Control Room).

Supply installation Testing and commissioning of 10.0 KVA on line UPS system with Isolation Transformer, 192-240 VDC, conforming to IS 16242(Part-I):2014 and IEC 62040-1:2008, with battery bank for 30 min backup, at Central Control Room.

Supply and laying of 3 core 2.5 Sq.mm PVC insulated armoured copper cable for power supply to CCTV poles / field switches, including laying in duct and end terminations complete.

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters. (for CCTV poles)

Supply and laying of HDPE pipe OD 40 mm as duct for optical fibre / power cable, including jointing, laying in trench and all accessories complete.

Earth work excavation for trenches and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc., complete for finished item of work including seigniorage excluding dewatering charges etc. as per SS - 20 B (APSS 308). Ordinary soils – Mechanical Means – upto 3 m depth – trench 0.30 m wide × 0.90 m deep for fibre / power duct, including refilling.

Provision for Seignorage Charges @3%

Towards Merit 2% on Seignorage Charges

Towards DMF 30% on Seignorage Charges

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.739 %

Provision for Physical Contigenies

Provision for Price Escalation

Provision for APTRANSCO charges for shifiting of utilites and underground wiring

Provision for New Bus Stops & Art Installations Corridor-6

Provision for CONSULTANCY CHARGES @ 2.5 %

Unforeseen item

New Road Formations

Formation of 9m wide New Service Roads on both sides of Existing 4 Lane Road (Corridor-1) Vijayawada Guntur Road from Ch (+0m to +1500m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Supplying and fixing of Solar Powered Road Marker (Solar Stud) of approximate size 100 mm x 100 mm x 20 mm, moulded body of high strength engineering plastic/polycarbonate/ABS capable of withstanding vehicular loads, fitted with a solar panel, rechargeable battery/super-capacitor and super-bright LED(s) with photo-sensor based automatic dusk-to-dawn operation and flashing visible from a distance of not less than 800 m at night, in white/yellow/red colour as directed for centre line, lane line or edge line marking, fixed to the road surface with epoxy resin/adhesive as recommended by the manufacturer without drilling or nailing the pavement, conforming to the technical requirements of MoRT&H Specification Clause 804, IRC:35-2015 guidelines for road studs and ASTM D4280 for retroreflective pavement markers, including cost and conveyance of all materials, equipment and labour, complete for finished item of work as directed by the Engineer-in-Charge.

Formation of 3m wide New Roads on both sides of Existing 2 Lane Road (Corridor-7) Making it to 4 Lane Road Hanumaya Circle to NTR Stadium from Ch (+0m to +1200m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting / Wearing Coats, Pot Hole Repairs, Table Top Crossings & Road Furnitures

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (10 Nos) and Road Markings & Road Furniture on Corridor-1 Vijayawada Guntur Road from Ch (+0m to +1500m) in Guntur Municipal Corporation

Providing B.T. patch work for pot holes using 40 to 45mm HBG metal with required quantity of 10 to 12mm size HBG key chips and 42 Kgs of 80/100 grade bitumen per one cum of work for filling the pot holes including removal of loose material in the pot holes trimming the edges to provide form vertical faces cleaning applying tack coat filling the pot holes compacting and finishing including cost and conveyance of materials, T&P charges and all labour charges for all operations etc., complete for finished item of work as directed by the Engineer-in-charge in the following reaches.

Providing B.T. patch work for pot holes using 20 mm HBG machine crushed metal with required quantity of 10 to 12mm size HBG key chips and 80/100 grade bitumen at 72 Kgs / 1 cum of work for filling the pot holes including removal of loose material in the pot holes, trimming the edges to provide form vertical faces, cleaning, applying tack coat, filling the pot holes compacting with power Road roller of 8 to 10 T and finishing including cost and conveyance of materials T&P charges and all labour charges for all operations etc., complete for finished item of work as directed by the Engineer-in-charge in the following reaches.

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Supplying and fixing with Cobble stones of size 100mm x 100mm x 100mm (4" x 4" x 4") and any colour of granite stone with hand cut edges/Machine cut edges / Thumbed edges & of flamed / shotblasted finish.etc set over base coat of 30mm thick and jointing with cement mortar (1:3) using screened sand over CC bed (1:3;6) already laid, including flushing with neat cement slurry of honey like consistency spread @ 3.0 kgs per sqm, including cost and conveyance of all materials like cobble stone, cement , 2.36mm - 5mm size stone chips (sand), water etc., and overheads & contractors profit complete, but excluding seigniorage charges, as per drawing or as directed by the Engineer-incharge for finished itme of work

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs . This rate including cost of material , all labour charges , scaffolding , vibrating watering , ramming other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (10 Nos) and Road Markings & Road Furniture on Corridor-1 Vijayawada Guntur Road from Ch (+1500m to +3000m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (10 Nos) and Road Markings & Road Furniture on Corridor-1 Vijayawada Guntur Road from Ch (+5100m to +6450m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (8 Nos) and Road Markings & Road Furniture on Corridor-6 Hindu College to Collector Office Road from Ch (+0m to +1500m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Recarpeting of Existing BT Road with 30mm BC Wearing Coat, Pot Hole Repairs (22 Nos), Table Top Crossings (27 Nos) and Road Markings & Road Furniture on Corridor-7 Lakshmipuram to Hanumaya Company Road from Ch (+0m to +2500m) in Guntur Municipal Corporation

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuel charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 80mm thick Dense Bituminous Macadam (DBM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading as per Table 507 of MoRT&H specification 505 (5th Revision) premixed with bituminous binder of VG-30 grade, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 507 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary, complete and as per MoRT&H specification No. 505 (5th Revision), required for carriageway widths as per ss and as directed by the departmental officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

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 material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997 other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Providing Hot Applied Thermoplastic Road Markings (Edge Lines, Centre Lines and Zebra Crossings – 2,996 Sqm) on Corridor-11 in Guntur Municipal Corporation

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge of the work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as per ss and as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Supplying and fixing of Solar Powered Road Marker (Solar Stud) of approximate size 100 mm x 100 mm x 20 mm, moulded body of high strength engineering plastic/polycarbonate/ABS capable of withstanding vehicular loads, fitted with a solar panel, rechargeable battery/super-capacitor and super-bright LED(s) with photo-sensor based automatic dusk-to-dawn operation and flashing visible from a distance of not less than 800 m at night, in white/yellow/red colour as directed for centre line, lane line or edge line marking, fixed to the road surface with epoxy resin/adhesive as recommended by the manufacturer without drilling or nailing the pavement, conforming to the technical requirements of MoRT&H Specification Clause 804, IRC:35-2015 guidelines for road studs and ASTM D4280 for retroreflective pavement markers, including cost and conveyance of all materials, equipment and labour, complete for finished item of work as directed by the Engineer-in-Charge.

Vending Zones & Parking Works

Construction of Vending Zones (25 Nos) & Seating Areas with Kerb Stones and M-50 Interlocking Pavers of 100mm thick including Stone Benches & Dustbins on Corridor-6 (Hindu College to Collector Office Road) in Guntur Municipal Corporation

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest, width 16", 4" thick and 18" height, leg size 4" width, including cost and conveyance of all materials, loading, unloading, transport and all operational, incidental labour & lift charges, overheads & contractor's profit, complete for finished item of work.

Pole-Mounted Stainless Steel Dual Dustbin: Dual pole-mounted stainless steel dustbins, which are typically used for road and public space installations. Design/Structure: Twin Bins: Two separate cylindrical bins mounted side-by-side. Mounting: Pole-mounted structure. The bins are suspended between sturdy vertical stainless steel poles/stands, which have square base plates designed for bolting securely into concrete or the ground. Finish: Brushed/Matte or Polished stainless steel finish. Ventilation/Aesthetics: The bins feature a perforated pattern (square cut-outs) around the upper and lower sections, providing ventilation and aesthetic appeal. Lid Type: Open Top for easy, touch-free waste disposal. Some models may have a swinging mechanism to tilt the bins for emptying. Capacity: 60 Liters per bin . Durability: Rust-resistant, anti-corrosive, and built to withstand outdoor elements and heavy public use.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new concrete work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply, Laying and Fixing of precast concrete blocks for paving of M- 50 grade and thickness not less than 100 mm for Heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over a base coat of 50mm thk sand bed including cost and conveyance of all materials like sand, water tiles etc.,to site, labour charges for loading & unloading, laying to desired lines and levels complete and Overheads & Contractor Profit etc. for finished item of work.

Construction of Heavy Vehicle Parking Bays (6 Nos, 30m × 9m) with M-55 Interlocking Pavers of 120mm thick in Guntur Municipal Corporation

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Manual Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Mechanical Means

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new concrete work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply of precast concrete blocks for paving of M-55 grade and thickness not less than120 mm for very heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Construction of Vehicle Parking Bays with M-50 Interlocking Pavers of 100mm thick (13 Nos 30m × 5m & 47 Nos 30m × 3m) and Road Side Vehicle Parking 2.30m wide on Corridor-7 (Lakshmipuram to Hanumaya Company Road) in Guntur Municipal Corporation

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Manual Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. In area of non-thorny jungle (light jungle) By Mechanical Means

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Pavement will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new concrete work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply, Laying and Fixing of precast concrete blocks for paving of M- 50 grade and thickness not less than 100 mm for Heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over a base coat of 50mm thk sand bed including cost and conveyance of all materials like sand, water tiles etc.,to site, labour charges for loading & unloading, laying to desired lines and levels complete and Overheads & Contractor Profit etc. for finished item of work.

Drainage, Footpath & Median Works

Providing RCC Cover Slabs for existing Drains on Corridor-1, Corridor-6, Corridor-7 & Corridor-11, Construction of New RCC Drain 1.50m × 1.50m with Cover Slab on Corridor-1 (both sides) and RCC Box Culverts 2.50m × 2.00m (12 Nos × 10m) including Dismantling, Footpath Tiles, MS Gratings & Painting in Guntur Municipal Corporation

Dismantling of existing structures like Prestressed / reinforced Cement concrete grade M-20 & above by mechanical means including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m as per MoRTH specification 202 , 2.4 II (B) (5th revision)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work, steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m (By Mechanical means in Cement concrete grade M-15 & M-20) as per MoRTH specification 202 , 2.4 II (A) (5th revision)

Providing Reinforced cement concrete grade M 20 (Design Mix) for Drain Cover Slabs of 150 mm thick including centering, shuttering, compacting by vibration, curing for 14 days, lifting and placing in position (for precast slabs) complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, as per Standard Specifications and as directed by the Departmental Officer in charge of the Work.

Providing High Yield Strength Deformed (HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work as per SS. (For Cover Slabs)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing Plain Cement Concrete (1:4:8) in open foundations using 40mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Providing Reinforced cement concrete grade M 20 (Design Mix) in Foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. (FOR RAFT)

Providing Reinforced cement concrete grade M 20 (Design Mix) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. For Drain Side Walls.

Providing Shuttering Charges for RCC vertical walls of plane surface (rate is for both sides centering) including open drains/culverts

Providing Reinforced cement concrete grade M 20 (Design Mix) for Drain Cover Slabs of 150 mm thick including centering, shuttering, compacting by vibration, curing for 14 days, lifting and placing in position (for precast slabs) complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, as per Standard Specifications and as directed by the Departmental Officer in charge of the Work.

Providing High Yield Strength Deformed (HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work as per SS.

Flooring with Chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 400 x 400 mm and thickness 25 mm of any shades set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, complete for finished item of work.

Supply, fabrication and fixing of MS Gratings of size 1.00m × 1.00m (weighing about 40 kg each) made of MS flats / square bars welded to MS angle frame, with matching MS angle frame embedded in the RCC cover slab, provided at every 30m interval for inspection and cleaning of drains, including cutting, welding, grinding, fixing in position, cost and conveyance of all materials and labour charges etc., complete for finished item of work as per approved drawing and as directed by the Engineer-in-charge. (Rate adopted as per MS Structural Steel item – unit 1.00 kg)

Painting with Synthetic Enamel Paints -Two coats -for new Iron work (MS Gratings) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply & application of two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exposed road-side edges of RCC cover slabs, paint of shade as approved by the Engineer-In-Charge to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost and conveyance of all materials to site, and all operational, incidental, labour charges etc., and overheads & contractors profit complete for finished item of work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing Plain Cement Concrete (1:4:8) in open foundations using 40mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Providing and Laying Vibrated reinforced cement concrete M30 grade in foundation using 20 mm size HBG crushed stone aggregate including cost, seigniorage, conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and operational charges of T&P required etc., complete as per Clause 802, 803, 1202 & 1203 of MORD & MORT&H specification 1500, 1600, 1700 & 2200 for box culvert (for raft).

Providing and Laying Vibrated reinforced cement concrete M30 grade in Substructure using 20 mm size HBG crushed stone aggregate including cost, seigniorage, conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and operational charges of T&P required etc., complete as per Clause 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH for box culvert (for walls) – excluding formwork, centering & shuttering measured separately under item 24.

Providing and Laying Vibrated reinforced cement concrete M30 grade in Superstructure using 20 mm size HBG crushed stone aggregate including cost, seigniorage, conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and operational charges of T&P required etc., complete as per Clause 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH for box culvert (for top slab).

Providing Centering and Shuttering including strutting, propping, bracing etc. and removal of formwork for RCC box culverts using steel / plywood shuttering for side walls (inner and outer faces) and soffit of top slab, including cost of all materials, labour charges, hire charges of T&P etc., complete for finished item of work as per MORD / MORTH specifications and as directed by the Engineer-in-charge.

Providing High Yield Strength Deformed (HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work as per SS. (For Box Culverts)

Miscellaneous Works – Construction of Saucer Drains (13.7 km), Service Pits (15 Nos), Percolation Pits (50 Nos) and Bus Stops (7 Nos) along the Special Road Corridors in Guntur Municipal Corporation

A. Saucer Drain – 13.7 km, both sides

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

B. Service Pits – 15 Nos

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Providing Reinforced cement concrete grade M 20 (Design Mix) in Foundation complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. (For Base Slab / Raft of Service Pits)

Providing Reinforced cement concrete grade M 20 (Design Mix) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. For Service Pit Side Walls.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

C. Percolation Pits – 50 Nos

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechanical Means-Upto 3 m depth

Filling with Aggregates 63 to 45mm in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Aggregates Aggregate 20mm in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water, stones etc., to site, labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing and cost of overheads & contractors profit etc., complete for finished item of work in foundation and basement. (APSS No. 601 & 615).

Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm PVC Pipe 175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burried channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe ,couplings, cap, plug fixation, and including filling the peripheral gap with rebullied pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, clamps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per ISI specification used for rotary tube well. The pebbled gravel packing should be carried out in such a way that the theoritical quantity consumed completely.The entire work to be carried out as per I.S. 2800 Part - I & II of 1979 and including cost of all materials and all labour charges and excluding all taxes etc.,

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

E. Bus Stops – 7 Nos

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) in Ordinary Soil-Mechanial Means-Upto 3M depth (in restricted areas)

Filling with Carted Gravel in trenches, sides of foundations & basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of gravel for finished item of work. (APSS No 309 & 310).

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66

Supplying, fitting and placing HYSD (Fe 500/ tmt grade as per IS 1786-1985) bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work [ BLD-CSTN-4-1]

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) for Super Structure

Plastering 12 mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 12 mm [BLD-CSTN-8-10]

Flooring with 18 to 20 mm thick Anti - skid Granite (Black) 18-20 mm thick upto 2.43 M with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work (S.S.701 & special)

Half Rounding the edges of granite/Rough Kadapa/Shahabad stone slabs of all thickness including polishing the same the same and over heads &contractor profit etc.

Providing and applying synthetic plaster putty or equivalent putty or texture paint of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for external walls - including cost of access scaffolding for:-External Colouring - Providing Putty/ Texture to External walls [BLD-CSTN-12-17-14]

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats

Manufacture,supply,delivery and fixing of Mild Steel Tubes & pipes of all diameters as per IS-1161 for Roof Truss works like MS Hallow Sections etc, made with MS Structural Steel, i.e. Circular, Square Hallow Sections etc including welding , finishing etc complete unit 1.00 kgs.

Supply,fabricating and providing Roofing with prepainted galvalume trapezoidal profile roofing sheets with 0.5mm thickness, coating: Alu zinc coating AZ150 GSM tensile strength 550MPA paint coating regular modified polister painting. Painting thickness (top):8x20 microns, (bottom) 5 to 7 microns, sheet width 1.020 , length: maximum 12mts with regular range colours fixed with GI 'J' bolts and nuts 8mm dia complete excluding the cost of purlins , rafters, truses and cost and conveyence of all materials and labour charges for all operations etc., complete for finished item of work

Painting with Red Oxide Primer Paint - one coat and Synthetic Enamel Paints -Two coats -for new Iron work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supplying and fixing aluminium composite cladding with skin material 0.25 mm thick aluminium sheet cover material natural polyethylene aluminium cladding panel fixed with extruded aluminium basis frame (50x25x1.5mm) angle cleats, weather sealants, rivets, GI brackets all as approved, using suitable bolts on structural steel work including necessary accessories complete in all respects including all scaffolding and labour charges etc., complete for finished item of work but excluding cost of structural steel fabrication, if any, ACP Cladding - 4 mm thk

Construction of 2m wide Footpath (11.7 km) along the Special Road Corridors in Guntur Municipal Corporation

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Filling with Stone Dust in foundation trenches / below footpath pavers as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including cost and conveyance of stone dust (finer than 3mm), watering, ramming and consolidating in layers, all labour charges, overheads & contractors profit etc., complete for finished item of work (RBR-FNDN-2(1)).

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 30 grade strength including PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Painting with Synthetic Enamel Paints -Two coats -for new Iron work to given an even shade after throughly brushing the surface to remove all dirt and remains of losse powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work.

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Median Works – Repairs to Existing Median on Corridor-1 (Vijayawada Guntur Road), Median Cladding on Corridor-6 and Construction of New 1.2m wide Median on Corridor-7 in Guntur Municipal Corporation

Dismantling of existing structures like Prestressed / Reinforced Cement Concrete grade M-20 & above by mechanical means including T&P and scaffolding wherever necessary, sorting the dismantled material, stacking the serviceable materials and disposal of unserviceable materials with all lifts and lead upto 5 km as per MoRTH specification 202, 2.4 II (B) (5th revision) and as directed by the Engineer-in-charge.

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Providing Reinforced cement concrete grade M 20 (Design Mix) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Complete as per Standard Specifications and as directed by the Departmental Officer in charge of the Work. For Median Walls.

Supply and delivery of hard granite stone of size 0.15 x 0.30 with 60 mm thickness including cutting and fixing it to the face of the divider wall with set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with full depth, including cost of all materials like stones, cement, sand and water and labour charges and incidental charges etc., complete for finished item of work as directed by the Engineer-in-charge of work.etc., complete for finished item of work.(APSS No.701 &707) (R&B Pulivendula approved data 2020-21 SSR)

Flooring with Telephone Black Granite 16 to 18 mm thick up to 8'-00 (2.43 M) set over a base coat of CM (1:8) prop. 20mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of granite to full depth including cost and conveyance of all materials like cement, sand, water, granite, white cement etc., to site (excluding cost of C.C. bed), cost of base coat and all labour charges for mixing of cement mortar, laying granite to required slope as directed by the Engineer- in-charge, cost of overheads & contractors profit etc., complete for finished item of work . (APSS No.701 & 707)

Half Rounding the edges of granite stone slabs of all thickness including polishing the same as per SoR BMM-V.10

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying excluding sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Placemaking & Landscape Works

Landscape & Plantation Works – Lawn, Hedge, Shrub and Avenue Tree Plantation with Maintenance on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6, Corridor-7 and Corridor-11 in Guntur Municipal Corporation

Bed preparation for Dibbling for Bermuda/Doob/ Shade Grass :-Dressing the surface to the desired shape, laying 150 mm (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, compacting to 4" thickness by hand roller including cost of red garden soil, sand and labour charges etc. complete for bed preparation and dibbling rooted slips of grass @2" apart and ramming including slipping of grass, racking the soil before dibbling, watering and ramming complete etc., for finished item of work excluding cost of dibbling grass and fertilizer for 1 sqm Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystaline, porous and friable, fertlie, slightly acidic or neutral

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete for item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (*10 No./Sqm of plants & bag size shall be arrived based on the spacing as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Maintenance of lawns: Watering 10 to 15 ltrs /per Sqmt/per day basing on season and weather conditions (30 watering is required in a month to maintain sub-soil moisture continuously), application of fertilizers, insecticides, Fungicides (once in a month) by manual excluding cost of fertilizers & water. (Rate per 100 Sqm)

Maintenance of lawns: Watering 10 to 15 ltrs /per Sqmt/per day basing on season and weather conditions (30 watering is required in a month to maintain sub-soil moisture continuously), application of fertilizers, insecticides, Fungicides (once in a month) by manual excluding cost of fertilizers & water. (Rate per 100 Sqm)

Maintenance of groundcover/flower beds: Watering to ground cover (one's in three day's @ 5 litres/per Sqmts shall be provide to maintain sub soil moisture continuously) by manually, excluding cost of wateri ncluding all operational, incidental ,labour charges for complete of work.. (Rate per 100 Sqm)

Supply & Delivery of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants and conveyance of all materials and labour charges etc., plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 8 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 10 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants, loading, transportation to the site, and unloading, labour charges for handling & complete for finished item of work.

Samanea saman (bag size 21"X21")

Millingtonia hortensis (bag size 21"X21")

Tabebuia rosea (bag size 21"X21")

Azadirachta indica (bag size 21"X21")

Pongamia pinnata (Karanja) (bag size 21"X21")

Bottle brush flower (bag size 21"X21")

Plumeria rubra (bag size 21"X21")

Washingtonia palm tree (bag size 21"X21")

Golden juniper (bag size 21"X21")

False ashoka (bag size 21"X21")

Hemelia patens (bag size 8"X8")

Duranta golden (bag size 8"X8")

Acalypha red (bag size 8"X8")

Rhoeo tricolor (bag size 8"X8")

Barleria cristata (bag size 8"X8")

Murraya shrub (bag size 8"X8")

Nerium oleander dwarf white (bag size 8"X8")

Nerium oleander dwarf pink (bag size 8"X8")

Tecomaria capensis orange (bag size 8"X8")

Vinca rosea (bag size 8"X8")

Umbrilla Cyprus plants (bag size 8"X8")

Golden Pandanus (bag size 8"X8")

Cenchrus ciliaris (bag size 8"X8")

Wedelia plant (bag size 8"X8")

Traveler Palm (bag size 21"X21")

Terminalia mantaly (bag size 21"X21")

Golden shower plant (bag size 21"X21")

Golden shower plant (bag size 21"X21")

Fountain Grass( White & Purple) (bag size 8"X8")

Ixora pink (bag size 8"X8")

Lantana plant (bag size 8"X8")

The African Tulip Tree Spathodea (bag size 21"X21")

Bougainvillea white and pink (bag size 12"X13")

Lagerstroemia (bag size 21"X21")

Plumeria (bag size 21"X21")

Foxtail-Palm (bag size 21"X21")

Spider_lily (bag size 8"X9")

Tecoma-capensis (bag size 8"X9")

Leucophyllum (bag size 8"X9")

Pandanus-Golden (bag size 8"X9")

Galphimia gold (bag size 8"X9")

Croton-foliage (bag size 8"X9")

Delonix regia (bag size 21"X21")

Albizia_Julibrissin (bag size 21"X21")

Burflower tree (bag size 21"X21")

-canna-lily-flower- (bag size 8"X9")

Red tips plants (bag size 8"X9")

Bougainvillea white (bag size 21"X21")

Bougainvillea yellow (bag size 21"X21")

Bougainvillea multicolor (bag size 21"X21")

Transportation of Bag plants from kadiyum to Guntur, (Actual payment will paid for the actual work done subjected to approval of the rates by the competent authority) – Rate @ Rs.1000 per metric tonne of plant weight (as per Parks Estimate), weights as per 'est input' table.

Cost of Fertilisers& Pesticides

Electrical & Lighting Works

External Electrical Works – Supply, Erection, Testing & Commissioning of Transformers, LT Kiosks, Cabling and Allied Works on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6 and Corridor-7 in Guntur Municipal Corporation

Supply and erecting of LT KIOSK with 160A, 3P MCCB Adjustable, Confirms to IEC 60947-2 and IS 13947- Part 1&2 having Breaking Capacity… with thermal magnetic release panel mounted Makes : As per list of recommended brands as category I with enclosure with suitable for incoming and outgoing bus duct connection provision, busbar of 300A , indicating lamps, internal connections, along with all standard accessories etc. complete as per site requirement.

FEEDER PILLAR PANEL Supply, fabrication, installation, testing and commissioning of cubicle type front operated, MV switchboard panel, dust and vermin proof cubicle chamber for mounting and suitable for 415 V, 50 Hz, AC supply including supply and erection of all switchgears. Panel fabricated with 14 SWG CRCA sheet steel enclosure,16 SWG CRCA Sheet steel for internal partitions including cutting, welding, fabrication, including internal chamber fire barriers, door with gaskets and locking facility, painting and cleaning after 7 tank process, panel of required colour paint, suitable Aluminum busbars, SMC/DMC etc.,as required including labour charges etc complete . The panel shall be mounted on U channels grouted to the floor including all materials. All the PCC/ Panels shall have at least two spare cubicles of the maximum rating. All feeders shall be earthed with 2Nos GI flats of adequate size to the main earth bus of 25 x 6mm GI flat.. Fuses shall be provided for Control purposes (All Panels shall be extendable type MCCB MAKE: L&T ( DSINE), ABB(TMAX)

Supply and laying of the following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I) 1554-1, including laying in existing cable trench as per specifications etc complete as required. [Makes: Polycab / RPG / Finolex / Havells]

3.5 Core 50 Sqmm alluminium cable

3.5 Core 25 Sqmm alluminium cable

4 Core 16 Sqmm alluminium cable

4 Core 10 Sqmm alluminium cable

4 Core 6 Sqmm alluminium cable

3 Core 4 Sqmm Copper cable

3 Core 2.5 Sqmm Copper cable

3 Core 1.5 Sqmm Copper cable

Supply and making one end termination with heavy duty double compression brass gland as per BS 6121:2005 ,IP 66 complete,SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. Makes:Dowels/Comet/SMI

3.5 Core 50 Sqmm alluminium cable

3.5 Core 25 Sqmm alluminium cable

4 Core 16 Sqmm alluminium cable

4 Core 10 Sqmm alluminium cable

4 Core 6 Sqmm alluminium cable

3 Core 10 Sqmm Copper cable

3 Core 6 Sqmm Copper cable

3 Core 4 Sqmm Copper cable

3 Core 2.5 Sqmm Copper cable

3 Core 1.5 Sqmm Copper cable

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of following size: Makes:Dowels/Comet/SMI

3.5 Core 50 Sqmm alluminium cable

3.5 Core 25 Sqmm alluminium cable

4 Core 16 Sqmm alluminium cable

4 Core 10 Sqmm alluminium cable

4 Core 6 Sqmm alluminium cable

3 Core 10 Sqmm Copper cable

3 Core 6 Sqmm Copper cable

3 Core 4 Sqmm Copper cable

3 Core 2.5 Sqmm Copper cable

3 Core 1.5 Sqmm Copper cable

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in brick masonry (CM 1:3) Chamber of 400mmx 400m x 400mm with suitable cast iron cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 25 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)

Providing independent pipe earthing for Street light poles and High mast poles by excavating a trench to a depth of 2.1 m in all soils, using 40 mm dia 'B' class GI pipe of 2.5 m length with 25 x 6 mm GI flat, hume pipe ring and cover, drilling staggered holes, filling with equal proportion of salt and hard coke in layers, connecting to the pole, including all labour charges etc., complete.

Supply ,erection ,testing and commissioning of following G.I. Strip/G.I. wire on surface or in recess for connections including cost of all accessories and labour charges etc., complete as required.

25x3mm GI strip

Supply,erection and commisioning of cable route marker with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) of size 60cm x 60cm at the bottom and 50cm x 50cm at the top with a thickness of 10 cm including inscription duly engraved as required.

Supply, fabricating , installing structural steel supports for fixing of MS pipes from ceiling / wall with MS Channels, Angles, Flats, Rods, as required at site with anchor fasteners, Clamps, threaded rods, nuts, bolts,washers etc complete with painting for HT yard structure and exhaust pipe supports in DG set.

Supply , laying and fixing of following RCC hume pipe NP2 class in ground complete with RCC collars, jointing with cement mortar 1:2( 1 cement : 2 fine sand) etc including labour charges etc complete as required.

150mm dia NP2 RCC Hume pipe

Supply and laying of HDPE pipes conforming to IS 4984-2016, PE-100 grade, 6.0 kg/sqcm, 110 mm OD (SOR 2026-27 PHE Sl.16, MAT-07265) as cable duct in the prepared trench along the cable route, including jointing, bends, drawing wire and sealing of ends, complete as directed by the Engineer-in-charge.

Manufacture, Supply & Delivery of HDPE pipes conforming to IS 4984-2016, PE-80 grade, 4.0 kg/sqcm, 200 mm OD, including transportation to site (SOR 2026-27 PHE Sl.15, MAT-07246), for cable sleeves at road crossings.

Earth work excavation for cable trenches in all soils by Mechanical means upto 3 m depth, trench 0.30 m wide × 0.90 m deep along the cable / duct route, including sand cushioning, refilling in layers, watering and compacting and disposal of surplus earth etc., complete (Ordinary soils – Mechanical means as per SS-20 B / APSS 308).

Supply and providing the following materials at site including cost of all accessories and labour charges etc., complete as required.

Danger Board in 3 languages English/Telugu/Hindi in red colour with 440V marks shall comply with IS:2551-1982. 250x200mm,

Street Lighting Works – Supply, Erection, Testing & Commissioning of High Mast Lighting, Decorative Poles with LED Street Lights, LED Flood Lights, Post Top Lanterns, Bollards and Smart Street Light Control Panels on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6 and Corridor-7 in Guntur Municipal Corporation

Supply,fabrication ,transportation and erection of 12 Mtrs Polygon High Mast with single section of 3mm thick of bottom 360mm and top 150mm dia with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate, having a base plate of size 520mm dia 16mm thick with its accessories. Mast shall be in single section for 12 Mtrs and 2 sections for 16 and 20 Mtrs. Mast shall be hot dip galvanized and suitable for wind velocity of 180 KMPH as per IS 875 part 3 including head frame, 2 point suspension system with steel rope 6mm dia (7/19) construction double drum winch / power tool operating speed of 900 RPM, and necessary cable trailer connections and single speed motor with M24 x 800 mm foundation bolts of required quantity, and GI Pipe ring suitable for fixing luminaires with LED type aviation twin lamp. Makes: As per list of recommended brands.

Supply and fixing of suitable outdoor type feeder pillar box made with 14 SWG CRCA sheet after 7 tank process including S & F 40-63A FP MCB, 6 Nos SP MCB's, din channel, bus bars, 6 Sq mm 3 core copper cable for internal wiring, contactor, connectors and provision for energy meter etc., complete for finished item of work. Makes: As per list of recommended brands.

Earth work excavation with an approximate quantity of 4.0 Cum for erection of 12 Mtrs high mast and refilling with a quantity of 0.53 Cum of PCC 1:4:8, 1.50 Cum M 20 grade concrete and (80 Kgs) reinforced steel of 12mm / 10mm / 8mm, Soil bearing capacity of 10 T/Sqm, Anchor plate with cost and conveyance of all above materials including labour charges for erection of High Mast and carriage etc complete.

Supply, transportation and erection of 200w LED Flood light Luminaire made of pressure diecast alluminium housing with powder coated,having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's System efficacy >100lm/W and junction temprature < 70°C, with Ingrees protection IP66, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), IK05, Driver surge protection 4KV, external Surge protection ≥10KV with wide/ Narrow beam optics, THD<10% at 110 Volts AC, driver efficiency >90%, , CCT: 3000K - 5700K,minimum CRI>70, etc., complete a) LUMINAIRE MAKE : Wipro / Philips/ GE-Venture / Crompton/ Bajaj /Greenlites / Havells/Capart(Premium) /Halonix/Polycab/Keselec/HPL/Jaquar/Eveready b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG.

Supply, fabrication, transportation and erection of 9 Mtrs long hot-dip galvanized Octagonal pole (SOR ELEC-6.1.5) with 1.5 Mtr length Double arm bracket made with MS galvanized 40mm / 50mm dia pipe (SOR ELEC-6.1.14), MS box, 3C × 2.5 Sq.mm copper cable for internal wiring, foundation and erection (SOR ELEC-6.1.32) with all accessories as per the requirements at site and as per the directions of the field engineers. Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with HInged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having imensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: Bajaj / Valmont/Laasma /Transrail /Utkarsh/ Skipper Fabrication, Transportation and supply of 1.5 Mtr length Double arm bracket made with MS galvanized 40mm / 50mm dia Pipe. Makes:Bajaj / Valmont /Transrail/Utkarsh/ Skipper/ Laasma/United Foundation and erection charges with special T&P, for 7.50 Mtrs long Octagonal /Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.45Mtr x 0.45Mtrs x1.20 Mtr size M20 cc work vibrated concreting mixing with necessary steel (10kgs) reinforcement and curing for 7days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materials etc.complete.

Supply and fixing of 90W LED Street light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's having System efficacy > 95 lm/W and junction temprature < 70°C, with Ingrees protection IP65, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), Driver surge protection 4KV, external Surge protection ≥ 5KV with optics istribution , THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete a) LUMINAIRE MAKE : WIPRO / PHILIPS (GREEN LINE) / Lighting Technologies (Adornis) / SCHREDER (BRIKA) / GE / VIN (MATRIX) / CROMPTON (HAWK) / BAJAJ (EDGE+) / HALONIX (LUMOS - SUPER) / HAVELLS (ENDURA CITYLINER NEO) b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG

Supply, transportation and erection of 60w LED Flood light Luminaire made of pressure diecast alluminium housing with powder coated,having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's System efficacy >100lm/W and junction temprature < 70°C, with Ingrees protection IP66, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), IK05, Driver surge protection 4KV, external Surge protection ≥10KV with wide/ Narrow beam optics, THD<10% at 110 Volts AC, driver efficiency >90%, , CCT: 3000K - 5700K,minimum CRI>70, etc., complete a) LUMINAIRE MAKE : Wipro / Philips/ GE-Venture / Crompton/ Bajaj /Greenlites / Havells/Capart(Premium) /Halonix/Polycab/Keselec/HPL/Jaquar/Eveready b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG.

Supply and Transportation and erecting of 40W LED Post top lantern made with cast Alluminium with decorative opel polycarbonate diffuser with IP 65 protection etc., complete with all accessories Makes: Crompton LPTO-40-CDL-M/ Bajaj Celesta BGCL 40 W LED Wh/Wipro LP 02 or equivalent in Phillips/ Keselec/ Havells/ Halonix

Supply, transportation and Installation of Bollard as per site requirement and directed by Engineer in charge Makes : Bajaj / Crompton / Surya / VIN / Havells / Green Lights / Insta Power.

Supply, installation Testing and commissioning of Three Phase Automatic Street Light Control system with smart energy meter / CCMS to schedule the timing of lights (Reprogrammed based on astronomical clock or on field or through central control), ON / OFF switch (On field or centrally). CCMS system to capture the energy usage and other parameters at predetermined interval and store data for 30 days, download data in field via mobile app or mobile dash board, system protection against surges, upgrade firmware on field using a communication device via WIFI / GSM and GPRS, MCB Reset mechanism for temporary fault rectification, inbuilt GPS for location identification, emergency on/off, with suitable rating of latching relay, door tamper sensing, instant load on/off functionality to support maintenance activity, low voltage/high voltage trip, overload cutoff and operating voltage 350-450 volts, 50Hz with CRCA power coated enclose of IP55 protection. Single pole C curve breaking capacity 10KA MCB and suitable to control the load ….KW of three phase with necessary clamping arrangements etc., Makes: As per list of recommended brands.

FEEDER PILLAR PANEL Supply, fabrication, installation, testing and commissioning of cubicle type front operated, MV switchboard panel, dust and vermin proof cubicle chamber for mounting and suitable for 415 V, 50 Hz, AC supply including supply and erection of all switchgears. Panel fabricated with 14 SWG CRCA sheet steel enclosure,16 SWG CRCA Sheet steel for internal partitions including cutting, welding, fabrication, including internal chamber fire barriers, door with gaskets and locking facility, painting and cleaning after 7 tank process, panel of required colour paint, suitable Aluminum busbars, SMC/DMC etc.,as required including labour charges etc complete . The panel shall be mounted on U channels grouted to the floor including all materials. All the PCC/ Panels shall have at least two spare cubicles of the maximum rating. All feeders shall be earthed with 2Nos GI flats of adequate size to the main earth bus of 25 x 6mm GI flat.. Fuses shall be provided for Control purposes (All Panels shall be extendable type MCCB MAKE: L&T ( DSINE), ABB(TMAX) INCOMERS; Supply and fixing of MCCB Adjustable, Confirms to IEC 60947-2 and IS 13947- Part 1&2 having Breaking Capacity… with thermal magnetic release panel mounted. 125A 25KA 4Pole MCCB - 1 Nos, Multi function meter with CT 125/5A , class I; Out goers:; 40A -63A10KA 3P MCB - 6 Nos; 32A 10KA 4P MCB - 4 Nos; TIMER & CONTACTOR; LED Phase Indication lamps, 200A Aluminium busbars of reuqired size. Dual source meter for EB & DB metering

CCTV & Surveillance System – Supply, Installation, Testing & Commissioning of CCTV Cameras and Allied Works on Corridor-1 (Vijayawada Guntur Road incl. Service Road, Ch +0m to +3000m & +5100m to +6450m), Corridor-6 and Corridor-7 in Guntur Municipal Corporation

Supply, Installation, Testing and Commissioning of 32CH Embedded 4K NVR 4SATA expandable up to 40TB, audio input & Output, Two way communication supported, G7.11 audio format support, 320Mb recording throughput, 16 alarm inputs & 4 Outputs, RS485, Esata and RS232 to be supported with maximum 16 users, Op. temp -10 to 50 deg. C, NDAA compliant, UL/CE/FCC certified. Makes: As per list of recommended brands as Category I. Makes:- Honeywell /Panasonic.

Supply, Installation, Testing and Commissioning of 4MP or higher IR Dome, Fixed lens min 2.8mm DC Iris, 1/2.7" progressive CMOS image sensor, Min. Illumination 0.005 (color), S/N Ratio: 50dB, Electronics Shutter: 1/8 ~ 1/32000, IR Distance: 30M, with built in video analytics ,WDR~120dB/BLC/HLC/3D DNR, Gain Control: 0 ~100%; SD card up to 256GB, PAN: 0-355, Tilt: 0-75, Rotation: 0-354; Video Compression: H.265 HEVC/H.264/MJPEG, Smart Codec; Triple Stream; Protocals: H.265 HEVC/H.264/MJPEG, Smart Codec; ONVIF: S/G/T; Op. Temp: -40 to 60 Deg; power consumption max. 6W; IP67,IK10,UL,NDAA,BIS Compliance. Makes: As per list of recommended brands as Category I. Makes:- Honeywell /Panasonic.

Supply, installation, Testing and Commissioning of IP IR PTZ Camera- 2MP 38x Network PTZ Dome Camera Max. 2megapixel (1920 x 1080) resolution, 4.44 ~ 169.4mm (Optical 38x) lens, Max. IR viewable length : 200m (656ft), Day & Night (ICR), WDR (150dB), DIS (Built-in gyro sensor), 1/2.8’’ Progressive Scan CMOS, Intelligent Video / Audio Analytics, Intrusion Detection and Motion Detection, Shock detection, Azimuth display (Cardinal & intermediate directions),Multiple streaming, Wise Stream II support H.265, H.264, MJPEG codec support MicroSD / SDHC / SDXC memory 2 slots (Up to 512 GB) IP66, IK10 UL Certified PTZ Camera along with pole/wall mount L-bracket for Mounting, Power Adapter, IP66, TVS 4,000V Lightning Protection, Surge Protection and Voltage Transient Protection etc. Makes: As per list of recommended brands as Category I. Makes:- Honeywell /Panasonic. (at road junctions)

Supply, Installation, Testing and Commissioning of 4 MP or higher IR Bullet camera with Motorized Varifocal Lens, H.265 codec, IP67 outdoor housing, IR range min 50m, PoE powered, complete with mounting bracket. Makes: As per list of recommended brands.

Supply and fixing of Surveillance HDD-4 TB. Makes: As per list of recommended brands. Make: Seagate/Hitachi/TOSHIBA/ED

Supply and installation of 4K UHD, 55” LED Display complete with following Specifications: a) Diagonal Size 55" b) Type Edge LED BLU. c) Resolution 3840*2160 (4K UHD) d) Pixel Pitch(mm)0.105 x 0.315. e) Active Display Area(mm)1209.6(H) x 680.4(V) f) Brightness (Typ.) 350 nit. g) Contrast Ratio 4000:1. Makes: As per list of recommended brands Make- Samsung QB55R or its equivalent make in Dell / LG / Samsung / Lenovo / HP

Supply and installation of 24 inch (60.96cm) Full HD LED Monitor with Wall Mountable Stand, Height Adjustable, HDMI and VGA Ports with all accessories. Makes: Make: Dell / LG / Samsung / HP

Installation, testing, Commissioning & Integration of CCTV system in Control room including mobile configuration and communication of entire system as per the directions of Engineer-in-Charge. Note: The above charges for Installation, testing, Commissioning & Integration of CCTV system in Control room may be given on job work basis for every 10 cameras or part there of depending upon size of the building/premises.

Supply, laying ,testing and commissioning of 4-pair, Cat6 Solid Performance verified up to 450 MHZ. support 1Gbps with Cross (+) filler pair separator & FRPVC sheath 23 AWG, STP/UTP Cable , Meets or exceeds ANSI/TIA-568-C.2 and ISO/IEC 11801‐1 UL Listed &RoHS Compliant in the existing raceways /PVC conduits including making connections to information outlets and patch panels with ferruling at both ends for identification with necessary tools for punching stripping crimping and testing required etc., complete. Makes: As per list of recommended brands as category II. – 6 UTP cable

Supply installation testing and commissioning of 4 pair 24AWG Cat-6 UTP, flexible, double ended patch cords LSZH along with 2 nos of RJ 45 connectors with strain relief boots Compatible to T568A, T568B specifications including making connections to information outlets Makes: As per list of recommended brands as category II. – 3 mtr /10 ft patch cord

Supply installation testing and commissioning of LC Pigtails LSZH 1mtr for fiber core connectivity Makes: As per list of recommended brands as category II. – Multi Mode

Supply installation testing and commissioning of Indoor Multimode [62.5/125um] glass Fiber Optic Cable HDPE as per latest amendments of TIA /ANSI/ 568 B.3, GR 20 CORE / UL listed NEC 770 Standards in existing raceways/ PVC Conduits/ slotted channels including making Terminations to active passive equipment with ferruling at both ends for identification with necessary tools for Terminations and testing required.Makes: As per list of recommended brands as category II. – 12 fiber

Supply installation testing and commissioning Outdoor, steel tape armoured multimode[62.5/125um ] glass Fiber Optic Cable HDPE as per latest amendments of TIA /EIA 568B.3 , GR 20 CORE/ UEC 794-1/ EN 187000 Standards in existing MSPVC Conduits/ hume pipe including making terminations to active passive equipment with ferruling at both ends for identification with necessary tools for Terminations and testing required.Makes: As per list of recommended brands as category II. – 12 fiber

Supply, Installation and Testing and commissioning of indoor 1 pair multimode [62.5/125um ] glass Fiber Optic Patch Cords of three mtr length as per latest amendments of TIA /EIA 568B.3 and IEC 794 Standard Specifications including ST II / SC/FC/MT/ PC connectors at both ends as per requirements. Makes: As per list of recommended brands as category II.

Supply, Installation Testing and commissioning of 19 " Rack mounted/surface mounted aluminum / Black matt powder coated multimode glass Fiber Optic Cable Patch panel/ along with cable tray/ fiber management system , adapters for ST II/ SC/LC /MT/PC /LC connections including making connections Cable management rings are used to ensure flexibility of pigtails and excess fibers to active / passive equipment with ferruling at both ends for identification with necessary tools for Terminations and testing required. Makes: As per list of recommended brands as category II. – 36 Ports

Supply, Installation, Testing and Commissioning of Wall mounted Communication rack in one section with glass doors, swing handles, lock, Top and Bottom Cable entries, supports for mounting rack on wall, Cable managers, Fan tray with 2 x 230 Volt fans, Equipment mounting hardware, wire managers, power supply box for supplying power to hubs, fans etc., along with earth continuity kit, MCB, indicator, moulded power supply cable, Blank panels, sliding shelves etc. Makes: As per list of recommended brands as category II. – 12 U(44 mm ) wall mounted

Supply, Installation, Testing and Commissioning of Floor mounted communication rack in one section with glass doors, swing handles, lock on both doors, Top and Bottom Cable entries with gland plates, Castor with brakes , 7 no Cable managers, 1 no Fan tray with 2 x 230 Volt fans, Equipment mounting hardware, wire managers, power supply box for supplying power to hubs, fans etc., along with earth continuity kit, MCB, indicator, moulded power supply cable, Blank panels of 1u / 2 u, sliding shelves. Frame of communication rack should be made of heavy grade Aluminum profile PS grey painted and panels should be made from CRCA steel 18 SWG RS Beige painted Makes: As per list of recommended brands as category II. – 27 U (44 mm) Floor Standing Rack

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole 7.5 Mtrs height (Bottom 130 mm, Top 70 mm, 3 mm thick) with BSEN-10025 S355J0 steel, base plate 220 x 220 x 12 mm and 4 Nos M20 x 700 'J' bolts with template, hinged door with bakelite board, for mounting CCTV cameras.

Foundation and erection charges with special T&P for 7.50 Mtrs long Octagonal / Conical pole duly including excavation, concreting and refilling etc., complete.

Supply & Fixing of small business 8 port Gigabit POE Managed Switch (field switch in outdoor IP65 enclosure at pole) complete.

Supply, Installation, Testing and Commissioning of Small Business 24 port Gigabit Managed Switch (core / aggregation switch at Central Control Room).

Supply installation Testing and commissioning of 10.0 KVA on line UPS system with Isolation Transformer, 192-240 VDC, conforming to IS 16242(Part-I):2014 and IEC 62040-1:2008, with battery bank for 30 min backup, at Central Control Room.

Supply and laying of 3 core 2.5 Sq.mm PVC insulated armoured copper cable for power supply to CCTV poles / field switches, including laying in duct and end terminations complete.

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters. (for CCTV poles)

Supply and laying of HDPE pipe OD 40 mm as duct for optical fibre / power cable, including jointing, laying in trench and all accessories complete.

Earth work excavation for trenches and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc., complete for finished item of work including seigniorage excluding dewatering charges etc. as per SS - 20 B (APSS 308). Ordinary soils – Mechanical Means – upto 3 m depth – trench 0.30 m wide × 0.90 m deep for fibre / power duct, including refilling.

Provision for Seignorage Charges @3%

Towards Merit 2% on Seignorage Charges

Towards DMF 30% on Seignorage Charges

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.739 %

Provision for Physical Contigenies

Provision for Price Escalation

Provision for APTRANSCO charges for shifiting of utilites and underground wiring

Provision for New Bus Stops & Art Installations Corridor-6

Provision for CONSULTANCY CHARGES @ 2.5 %

Unforeseen item