APRRSP

Work-1-BN road to G K road via Ramavaram, Bheemannadorapalem of Anandapuram mandal 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-1 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-1 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-1 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-1 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-1 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-1 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-1 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-1 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-1 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 170mm thick with 3.25m joint spacing.

Work-1 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-1 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-1 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast)

Work-1 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone (precast)

Work-1 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-1 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-1 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for Triangular board of 600mm.

Work-1 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for Triangular board of 600mm.Circular sign Boards 600mm dia

Work-1 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for village board.

Work-1 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-1 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-1 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-1 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-1 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-1 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts

Kanamam R&B Road to BD Palem Road via Yerravanipalem of Anadapuram Mandal-Work-2- 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-2 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-2 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-2 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-2 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-2 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-2 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-2 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-2 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-2 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-2 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-2 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work Triangular sign Boards 600mm x600 mm

Work-2 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-3-Vizianagaram Sontyam Road to Pekeru in Anandapuram Mandal 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-3 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-3Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-3 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-3 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-3 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-3 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-3 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc.complete for finished item of work for 170mm thcik 3.25m spacing

Work-3 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-3 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-3 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-3 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-3 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-3 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-3 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-3 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but exluding GST and seigniorage charges etc., complete For levelling course

Work-3 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-3 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-7 Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height)

Work-3 Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)

Work-3 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-3 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-3 Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures - For Sub Structures

Supplying, fitting, and placing HYSD bar reinforcement FE 415 in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures

Work-3 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Road fromKusulawada SC Colony to Kusulawada in Anandapuram Mandal Work-4 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-4 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-4 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-4 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-4 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-4 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-4 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-4 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-4 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-4 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-4 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for Ordinary KM Stone

Work-4 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for 200 M Stone

Work-4 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-4 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-4 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-4 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-4 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-4 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-4 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-4 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-4 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-4 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-4 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Road from BN Road to Anandapuram -Bakurapalem road via Chinnapalavalasa in Anandapuram Mandal-Work-5-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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-5 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-5 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-5 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-5 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-5 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-5 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-5 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.

Work-5 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for Ordinary KM Stone

Work-5 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for 200 M Stone

Work-5 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-5 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-5 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-5 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-5 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-5 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-5 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-5 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-5 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-5 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-5 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-5 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts

Work-5 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-5 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-5 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-5 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Retaing wall

Work-5 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-6 Road from Jeerupeta ST colony to Pittavanikallalu H/O Amanam in Bheemunipatnam Mandal -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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-6 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-6 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-6 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-6 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat

Work-6 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-6 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-6 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-6 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-6 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-6 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-6 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-6 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-6 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-6 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Road from NH-5 to Jeerupeta via Amanam in Bheemunipatnam Mandal-Work-7 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-7 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-7 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-7 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-7 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-7 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-7 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-7 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-7 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-7 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-7 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-7 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-7 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-7 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-7 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-7 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-7 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH, including contractors profit & Over head charges, but excluding GST etc., complete.

Work-7 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-7 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but exluding GST and seigniorage charges etc., complete For levelling course

Work-7 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-7 Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height)

Work-7 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-7 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-7 Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height)

Work-7 Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)

Work-7 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-7 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-7 Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures - For Sub Structures

Supplying, fitting, and placing HYSD bar reinforcement FE 415 in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures

Work-7 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc.complete for finished item of work for 170mm thcik 3.25m spacing

Work-7 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-7 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-8-Road from VP Road to Narayanarajupeta in via Lakshmipuram , Singannabanda in Bheemunipatnam Mandal 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-8 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-8 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-8 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-8 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-8 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-8 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-8 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-8 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.

Work-8 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-8 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for Ordinary KM Stone

Work-8 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for 200 M Stone

Work-8 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-8 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-8 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-8 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-8 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-8 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-8 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-8 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-8 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-8 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Drain walls

Road from Alamanda RS-Pandrangi road to Boni water works via Chirutha road in Padmanabham Mandal Work-9 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-9 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-9 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-9 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-9 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-9 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-9 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-9 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-9 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-9 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-9 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for Ordinary KM Stone

Work-9 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for (precast) for 200 M Stone

Work-9 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-9 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-9 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-9 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-9 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-9 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-9 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-9 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-9 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-9 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-9 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts

Work-10 Maddi -Alamanda RS Road to Tunipolam of Padmanabham Mandal -Work-10- 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-10 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-10 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-10 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-10 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-10 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-10 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-10 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-10 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-10 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-10 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc.complete for finished item of work for 170mm thcik 3.25m spacing

Work-10 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-10 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-10 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-10 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-10 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-10 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-10 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Potnuru ZP Road to Kumaram via Gullamajjivari Kallalu in Padmanabham Mandal-Work-11 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-11 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-11 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.

Work-11 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-11 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-11 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-11 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 MORD. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-11 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-11 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-11 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-11 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-11 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH, including contractors profit & Over head charges, but excluding GST etc., complete.

Work-11 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-11 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-11 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-11 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- cut off walls

Work-11 Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for Raft footing

Work-11 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- Abutments

Work-11 Plain cement concrete M 25 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-for Bed blocks

Work-11 Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)

Work-11 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-11 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-11 Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete

Work-11 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures - For Sub Structures

Work-11 Supplying, fitting, and placing HYSD bar reinforcement FE 415 in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures

Work-11 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-12 Road from SIM-KKP Road to Chintagatla via Seelagattu, Pedagadi in Pendurthi Mandal Work-12-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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-12 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-12 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-12 Construction of Granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-12 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-12 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-12 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-12 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-12 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.

Work-12 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-12 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone

Work-12 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200 M Stone

Work-12 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-12 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-12 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-12 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-12 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-12 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-12 Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,

Work-12 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-12 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-12 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course

Work-12 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-12 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-13 Road from VAA Road to BN Road via Rayavarapuvanipalem, Rajayyapeta in Pendurthi Mandal -Work-13 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-13 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-15 Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.

Work-13 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-13 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-13 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-13 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-13 Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-13 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-13 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-13 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone

Work-13 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200 M Stone

Work-13 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-13 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-13 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-13 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-13 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-13 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-13 Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,

Work-13 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-13 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-13 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course

Work-13 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-13 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts with 1000mm dia NP3 pipes (P/E)

Work-13 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-13 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Protection Work

Work-14 Road from Juttada to Pulagalapalem upto GVMC Limits in Pendurthi Mandal Work-14 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-14 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-14 Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.

Work-14 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-14 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-14 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-14 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-14 Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-14 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-14 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-14 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone

Work-14 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200 M Stone

Work-14 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-14 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-14 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-14 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-14 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-14 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-14 Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,

Work-14 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-14 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-14 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course

Work-14 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-14 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15-Road from Juttada Duvupalem Road to SR Puram colony via SR Puram in Pendurthi Mandal -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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-15 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-15 Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.

Work-15 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-15 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-15 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-15 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for Ordinary KM Stone

Work-15 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 5th Kilometre Stone (precast) for 200 M Stone

Work-15 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-15 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-15 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-15 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-15 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-15 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-15 Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,

Work-15 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-15 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-15 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-15 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-15 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 600mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts

Work-15 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. excluding GST & Seigniorage Charges. etc., complete.

Work-15 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-15 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but exluding GST and seigniorage charges etc., complete For levelling course

Work-15 Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height)

Work-15 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-15 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-15 Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height)

Work-15 Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)

Work-15 Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-

Work-15 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete

Work-15 Supplying, fitting and placing HYSD bar Fe 500 reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Foundation

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures - For Sub Structures

Work-15 Supplying, fitting, and placing HYSD bar reinforcement FE 500 in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures

Work-15 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 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 ,including overhead charges & Contractors profit but excluding GST.

Work-15 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but exluding GST and seigniorage charges etc., complete For levelling course

Work-15 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls

Work-15 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-15 Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-16-Road from Simhachalam-Sontyam Road to SR Puram in Pendurthi Mandal 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-16 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-15 Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.

Work-16 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-16 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-16 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-16 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-16 Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-16 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-16 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-16 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone

Work-16 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200 M Stone

Work-16 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-16 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-16 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-16 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-16 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-16 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-16 Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,

Work-16 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-16 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-16 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-16 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-16 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-16 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 600mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts

Work-16 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. including contractors profit & Over head charges, but excluding GST etc., complete

Work-17 Road from VAA Road to Rajayyapeta 1/333 Km to Gurrampalem in Pendurthi Mandal-Work-17 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Work-17 Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.., complete.

Work-15 Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete.

Work-17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-17 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat.

Work-17 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Work-17 Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-17 Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-17 Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-17 Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-17 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone

Work-17 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200 M Stone

Work-17 Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-17 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workTriangular 600x600

Work-17 Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of workCircular sign Boards 600mm dia

Work-17 Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Work-17 Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-17 Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Work-17 Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,

Work-17 Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Work-17 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, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations

Work-17 Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Work-17 Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course

Work-17 Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts

Work-17 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 600mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts

Work-17 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. including contractors profit & Over head charges, but excluding GST etc., complete