Package No. AP24PMJN03, L022- BT Road from Gottivalasa Kothuru BT Road to Seemalavanivalasa in Garugubilli mandal of Parvathipuram Manyam District.( first Call)

Road Portion

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.

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.

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.

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of granular sub-base by providing well graded material(Table 400.1) 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.

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

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

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

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 VG 30 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

Road Furniture

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., KM Stones

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., HM stones

Providing & fixing of typical PMGSY informatory 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

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.

Providing and fixing of Citizen information board as per MoRD specifications and drawings consists of two boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness and 900/750mm size fixed on a frame of 25x25x5mm thick MS angle alround edges and 25x5mm thick MS flats in the middle welded to 75 x 5 mm size MS Flat plates on back and welded to 75x75x6mm MS square hallow sections of length 3.05m welded with 300x300x5mm MS Base plate at bottom duly embedded in cement concrete M20 grade of size 600x600x750 mm, 750mm 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

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 board 600mm x600mm

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

Providing and fixing of Maintenance information board as per MoRD specifications and drawings made of encapsulated lens type Retro reflective sheeting as per IRC:67 fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm fixed on a frame of 25X25X6mm thick MS angles alround edges and MS flats 25x5mm in the middle and welded to 75 x 5 mm size MS flat plates on back and welded to 75 x 75 x6mm MS Square hollow section of height 3.00m length welded with base MS plate of 300x300x5mm thick base MS plate at bottom duly embedded in to cement concrete M20 grade of size 600 x 600 x 750 mm, 750 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

Construction of 1 vent 1000 mm dia pipe culvert -1No

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

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.

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

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

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

Construction of Retaining Wall

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

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

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 Retaining walls

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

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DETAILS OF WORKS

Name of the Work : Package No. AP24PMJN03: L022- BT Road from Gottivalasa Kothuru BT Road to Seemalavanivalasa in Garugubilli mandal of Parvathipuram Manyam District.

Est.Cost : Rs.108.00 Lakhs + Rs 4.50 Lakhs for Routine Maintaince

Package No. AP24PMJN03:

L022- BT Road from Gottivalasa

Kothuru BT Road to Seemalavanivalasa

in Garugubilli mandal of Parvathipuram

Manyam District.

TOTAL ESTIMATE COST

Superintending Engineer

PR Circle, Vizianagaram.

Schedule-A (Part A)

Name of the Work : Package No. AP24PMJN03: L022- BT Road from Gottivalasa Kothuru BT Road to Seemalavanivalasa in Garugubilli mandal of Parvathipuram Manyam District.

Est.Cost : Rs.108.00 Lakhs + Rs 4.50 Lakhs for Routine Maintaince

Road Portion

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.

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.

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.

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of granular sub-base by providing well graded material(Table 400.1) 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.

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

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

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 VG 30 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

Road Furniture

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., KM Stones

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., HM stones

Providing & fixing of typical PMGSY informatory 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

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.

Providing and fixing of Citizen information board as per MoRD specifications and drawings consists of two boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness and 900/750mm size fixed on a frame of 25x25x5mm thick MS angle alround edges and 25x5mm thick MS flats in the middle welded to 75 x 5 mm size MS Flat plates on back and welded to 75x75x6mm MS square hallow sections of length 3.05m welded with 300x300x5mm MS Base plate at bottom duly embedded in cement concrete M20 grade of size 600x600x750 mm, 750mm 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

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 board 600mm x600mm

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

Providing and fixing of Maintenance information board as per MoRD specifications and drawings made of encapsulated lens type Retro reflective sheeting as per IRC:67 fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm fixed on a frame of 25X25X6mm thick MS angles alround edges and MS flats 25x5mm in the middle and welded to 75 x 5 mm size MS flat plates on back and welded to 75 x 75 x6mm MS Square hollow section of height 3.00m length welded with base MS plate of 300x300x5mm thick base MS plate at bottom duly embedded in to cement concrete M20 grade of size 600 x 600 x 750 mm, 750 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

Sub Work: Construction of 1 vent 1000 mm dia pipe culverts -1 no

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

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

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

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

Sub Work: Construction of Retaining Wall

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

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

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 Retaining walls

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

Grand Total

Total No. of Items 27 only

(Rupees Eighty lakhSeven thousand Nine hundred and Sixty Nine only)

Superintending Engineer

PR Circle , Vizianagaram

Schedule -A (Part-B)

LS Provisions towards GST & Seigniorage

Name of the Work :L022- BT Road from Gottivalasa Kothuru BT Road to Seemalavanivalasa in Garugubilli mandal of Parvathipuram Manyam District

For Construction

For Routine Maintenance

(1) 18% of GST (or such rate appicable at the time of payment) will be paid based on the value of work done for each bill for both Construction and Routine Maintenance as per the rules prevailing on the date. (2) Seigniorage charges will be charged to the estimate and and actuals will be deducted from the contractor's bills at the time of payment.

Superintending Engineer,

PR Circle, Vizianagaram.

Schedule-A for Routine Maintenance

Name of the Work :L022- BT Road from Gottivalasa Kothuru BT Road to Seemalavanivalasa in Garugubilli mandal of Parvathipuram Manyam District

Routine maintenance

Total

(Rupees Three lakhs sixty two thousand three hundred and ninety three only)

2. For Routine maintenance, the Unit rate (per km per month) indicated above by the Authority shall apply. The bidder is required to accept these rates

3. The bidder is required to perform the routine maintenance as mentioned in the clause 32 and payment will be made as per clause 38.2 of GCC.

Superintending Engineer,

PR Circle, Vizianagaram.

RATE ANALYSIS -CD WORKS DATAS (SSR 2024-25)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Water (Yes/ No)

Excavation for Structures

RBR-FNDN-1 1B i

Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

Ordinary soil

Mechanical Means

Unit = cum

Taking output = 240 cum

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Machinery

Hydraulic Excavator 1 cum bucket capacity

Royalty/ Seigniorage

Over heads & Contractor's profit

Cost for 240 cum = a+b+c+d

Rate per cum

Rate per cum after rounding off

Mechanical Means

Unit = cum

Taking output = 210 cum

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Machinery

Hydraulic excavator 1.0 cum bucket capacity

Royalty/ Seigniorage

Over heads & Contractor's profit

Cost for 210 cum = a+b+c+d

Rate per cum = (a+b+c+d)/210

Rate per cum after rounding off

Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

Ordinary soil

Mechanical Means

Upto 3 m depth (including dewatering)

Unit = cum

Taking output = 240 cum

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Machinery

Hydraulic Excavator 1 cum bucket capacity

Dewatering charges

Royalty/ Seigniorage

Over heads & Contractor's profit

Cost for 240 cum = a+b+c+d

Rate per cum

Rate per cum after rounding off

Mechanical Means

Unit = cum

Taking output = 210 cum

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Machinery

Hydraulic excavator 1.0 cum bucket capacity

Dewatering charges

Royalty/ Seigniorage

Over heads & Contractor's profit

Cost for 210 cum = a+b+c+d

Rate per cum = (a+b+c+d)/210

Rate per cum after rounding off

Note : Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.

2. Cost of shoring and shuttering, where needed, may be taken @ 10 per cent on cost of excavation for open foundation.

Back Filling with Sand

RBR-FNDN-2

Sand filling

Unit = 1 cum

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Material

Over heads & Contractor's profit

Rate per 1 cum

Rate per cum = a+b+c+d

Rate per cum after rounding off

RBR-FNDN-4

Nominal mix 1:3:6

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.

Water tanker 6 kl capacity

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

Rate per cum after rounding off

RBR-FNDN-4 I(iii)

P.C.C grade M 15

Nominal mix 1:2.5:5

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 I

For Head walls of pipe culverts & footings of slab culverts

Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

For height upto 5 m

Unit = cum

P.C.C grade M 15

Nominal mix (1:2.5:5) using CC Mixer (MORD)

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

RBR-PVCT-8, 9 For Head walls of BM, SM Foundation chapter rates considered, and hence for M15 also foundations data considered

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

Rate per cum after rounding off

RBR-SBST-5 I

For Cutoff walls

Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

For height upto 5 m

Unit = cum

P.C.C grade M 15

Nominal mix (1:2.5:5) using CC Mixer (MORD)

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 I

For Abutments & wing walls of slab culvert, Retaining walls

Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

For height upto 5 m

Unit = cum

P.C.C grade M 15

Nominal mix (1:2.5:5) using CC Mixer (MORD)

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

Rate per cum after rounding off

RBR-FNDN-4 B ii

For Abutments & wing walls foundations

Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

For height upto 5 m

Unit = cum

P.C.C grade M 20

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 kVA

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 I

For Abutments & wing walls sub structure

Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

For height upto 5 m

Unit = cum

P.C.C grade M 20

Nominal mix (1:2:4) using CC Mixer (MORD)

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 kVA

(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-PCVT-3

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

Unit = m

Taking output = 7.5 m

(3 pipes of 2.5 m length each)

a) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Laying & fixing of Pipes with colors in position including lifting, aligning etc.,

b) Material

Sand for mortar

Cement at site

RCC pipe NP3 pipe at site

RCC pipe NP3 collar at site

Over heads & Contractor's profit

Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

Rate per m after rounding off

1000 mm dia

a) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Laying & fixing of Pipes with colors in position including lifting, aligning etc.,

b) Material

Sand for mortar

Cement at site

RCC pipe NP3 pipe at site

RCC pipe NP3 collar at site

Over heads & Contractor's profit

Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

Rate per m after rounding off

Data for 1000 mm dia

a) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Laying & fixing of Pipes with colors in position including lifting, aligning etc.,

b) Material

Sand for mortar

Cement at site

For 1000 mm dia

Proportinate For 900 mm dia

RCC pipe NP3 pipe at site

RCC pipe NP3 collar at site

Over heads & Contractor's profit

Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

Data for 750 mm dia

a) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Laying & fixing of Pipes with collars in position including lifting, aligning etc.,

Add Municipal/ Agency Allowance

b) Material

Sand for mortar

Cement at site

For 750 mm dia

For 600 mm dia

RCC pipe NP3 pipe

RCC pipe NP3 collar at site

Over heads & Contractor's profit

Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

Data for 750 mm dia

a) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Laying & fixing of Pipes with collars in position including lifting, aligning etc.,

Add Municipal/ Agency Allowance

b) Material

Sand for mortar

Cement at site

For 750 mm dia

For 450 mm dia

RCC pipe NP3 pipe

RCC pipe NP3 collar at site

Over heads & Contractor's profit

Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

Data for 750 mm dia

a) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Laying & fixing of Pipes with collars in position including lifting, aligning etc.,

Add Municipal/ Agency Allowance

b) Material

Sand for mortar

Cement at site

For 750 mm dia

For 300 mm dia

RCC pipe NP3 pipe

RCC pipe NP3 collar at site

Over heads & Contractor's profit

Cost for 7.5 m = a+b+c+d

Rate per m = (a+b+c+d)/7.5

RBR-FNDN-7

Unit = t

(a) Material

HYSD bars including 5 per cent for overlaps and wastage

Binding wire

(b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per t = a+b+c+d

RBR-SBST-6

Unit = t

(a) Material

HYSD bars including 5 per cent overlaps and wastage

Binding wire

(b) Labour for cutting, bending, shifting to site, tying, and placing in position

Blacksmith

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per t = a+b+c+d

RBR-SPST-2

Unit = t

(a) Material

HYSD bars including 5 per cent for laps and wastage

Binding wire

(b) Labour for cutting, bending, tying and placing in position

Blacksmith/ Rod Binder

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per t = a+b+c+d

RBR-FNDN-7

Unit = t

(a) Material

HYSD bars including 5 per cent for overlaps and wastage

Binding wire

(b) Labour for cutting, bending, shifting to site, tying and placing in position

Blacksmith

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per t = a+b+c+d

RBR-SBST-6

Unit = t

(a) Material

HYSD bars including 5 per cent overlaps and wastage

Binding wire

(b) Labour for cutting, bending, shifting to site, tying, and placing in position

Blacksmith

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per t = a+b+c+d

RBR-SPST-2

Unit = t

(a) Material

HYSD bars including 5 per cent for laps and wastage

Binding wire

(b) Labour for cutting, bending, tying and placing in position

Blacksmith/ Rod Binder

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per t = a+b+c+d

RBR-FNDN 4 V- C ii

For Raft slab

R.C.C. grade M 20 (Design Mix)

Unit = cum

Case I : Using concrete Mixer

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

Vibrator

(d) Formwork @ 4% on (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-FNDN-4 G

For Raft Footings

R.C.C. grade M 30 (Design Mix)

Unit = cum

Case I : Using concrete Mixer

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

Vibrator

(d) Formwork @ 3.50% on (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 VI

For Bed Blocks , Deck Slabs

R.C.C. grade M 25 (Design Mix)

Unit = cum

Height upto 5m

Case I : Using concrete Mixer

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

Vibrator

(d) Formwork @10.00% on (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 VI

Foundations

R.C.C. grade M 25 (Design Mix)

Unit = cum

Height upto 5m

Case I : Using concrete Mixer

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

Vibrator

(d) Formwork @ 3.75% on (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 VI

For piers, side walls, bed blocks

R.C.C. grade M 25 (Design Mix)

Unit = cum

Height upto 5m

Case I : Using concrete Mixer

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

Vibrator

(d) Formwork @ 10% on (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SBST-5 VI (ii)

R.C.C. grade M 25 (Design Mix)

Height 5m to 10m

Case I : Using concrete Mixer

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item VI (i) Case I excluding of Formwork

d) formwork

Add on cost of material, labour and machinery (a+b+c) for Formwork

Add on cost of material, Labour and machinery excluding formwork to cater for extra lift

Over heads & Contractor's profit

Rate perm (a+b+c+d+e+f)

RBR-SPST-1- II

R.C.C M 25 Grade (Design Mix)

Unit =cum

(i) Height upto 5m

Case I : Using Concrete Mixer.

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

d) For formwork and staging refer to sub-item I (B) case I above

d) Formwork and staging of (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SPST-1

R.C.C M 25 Grade (Design Mix)

Unit =cum

Height 5m to 10m

Case I : Using Concrete Mixer.

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

d) For formwork and staging refer to sub-item I (B) case I above

d) Formwork and staging of (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SPST-5 (i)

Unit = cum

(a) Material

Cement

20 mm aggregate

10 mm aggregate

HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Mazdoor (Unskilled) for cleaning deck slab concrete surface

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA.

(d) Formwork @ 3% of cost of concrete

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

Rate per cum after rounding off

RBR-SPST-7

Unit = Running m

Taking output = 4x12 m

Span = 48 m

(a) M 25 grade R.C.C.

No. of vertical posts = (6+1) 4 = 28 nos

Cross-sectional area of vertical post = 0.25x0.275 = 0.069 sqm

Concrete in vertical posts = 0.069x28x1.00 = 1.932 cum

Hand rail in 3 tiers = 3x48 = 144 m

Cross-sectional area = 0.17x0.175 = 0.03 sqm

Concrete in hand rails = 0.03 x 144 = 4.32 cum

Total concrete = 1.932+4.32 = 6.252 cum

(b) HYSD bar reinforcement (Rate as per item 13.2)

Over heads & Contractor's profit

Cost for 48 m = (a+b+c+d)

Rate per m = (a+b+c+d)/48

Sub Analysis for Rate of Concrete

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Formwork @ 12%

Total (a+b+c+d)

RBR-SPST-12

Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture

Unit = cum

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class0

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA.

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-SPST-13

Unit = cum

(a) Material

Reinforced cement concrete M 25 grade

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Bhisti

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

(d) Formwork @ 2.00% on (a+b+c)

Over heads & Contractor's profit

HYSD reinforcement

Rate per item 2

Rate per cum = (a)

Rounded off

Reinforced Cement Concrete M 30 grade approach slab using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1211 MORD / 1500, 1600, 1700 & 2704 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Unit = cum

(a) Material

Reinforced cement concrete M 30 grade

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Bhisti

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA.

(d) Formwork @ 2.00% on (a+b+c)

Over heads & Contractor's profit

HYSD reinforcement

Rate per cum = (a)

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

Initial cost BMS-W.20

Over heads & Contractor's profit

Rate per sqm = a+b+c+d+e+f

Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete

Initial cost BMS-W.20

Over heads & Contractor's profit

Rate per sqm = a+b+c+d+e+f

RBR-SBST-10

Unit = cum

Taking output = 10 cum

(a) Material

Granular material

(b) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Plate compactor / power rammer

Water Tanker

Over heads & Contractor's profit

Cost for 10 cum of granular backfill = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/10

Rate per cum after rounding off

RBR-SBST-11

Unit = cum

Taking output = 10 cum

(a) Material

Filter media as per specification

(b) Labour

Mazdoor (Unskilled)

Mazdoor (Skilled)

Add Municipal/ Agency Allowance

c) Machinery

Water Tanker of 6 KL capacity

Over heads & Contractor's profit

Cost for 10 cum of granular backfill = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/10

Note : Suitable Grade of Filter media shall be proposed as per Specification in said IRC.

Gravel Backing for Revetments as per APSS including cost and conveyance of all materials and all labour charges and contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Unit = cum

(a) Material

Gravel

(b) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Cost for 10 cum of granular backfill = a+b+c+d+e

Over heads & Contractor's profit

Cost for 1 cum

Rate per cum = (a+b+c+d+e)/1

RBR-PTWK-1 i

Unit = cum

(a) Material

Jeddy Stone (Including small stone for wedging)

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Cost for 10 cum of granular backfill = a+b+c+d+e

Over heads & Contractor's profit

Cost for 1 cum

Rate per cum = (a+b+c+d+e)/1

RBR-PTWK-5 i

Unit = cum

(a) Material

Stone boulder (25 kg minimum) /(MORTH - 40 kg)

Stone spalls of minimum 25 mm size

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Cost for 1 cum

Over heads & Contractor's profit

Cost for 1 cum

Rate per cum = (a+b+c+d+e)/1

RBR-PTWK-1

Unit = cum

(a) Material

Rough stone for revetment 300 mm thick

Stone spalls/Gravel

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Total

Total

Rate per cum = a+b+c+d

RBR-PTWK-12

Unit = cum

(a) Material

Stone for RR masonry

Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum)

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Total

Total

Rate per cum = a+b+c+d

RBR-SBST-9

Unit = Nos

Taking output = 30 Nos

(a) Material

PVC pipe 100 mm dia including wastage @ 5 per cent. Average length of weep hole is taken as one metre for the purpose of estimating

MS clamps

Collar for PVC pipe (average taking 10% of above pipe rate)

Cement mortar 1:3 (For rate refer to item 11.5 I)

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Total

Over heads & Contractor's profit

Cost for 30 Nos = (a+b+c+d)

Rate per No of 1m or per 1 Rmt= (a+b+c+d)/30

Rate per No after rounding off

RBR-SBST-9

Unit = Nos

Taking output = 30 Nos

(a) Material

AC pipe Basic rate

Transportation @ 10%

AC pipe 100 mm dia including wastage @ 5 per cent. Average length of weep hole is taken as one metre for the purpose of estimating incl CED & transportation charges

MS clamps

Collar for AC pipe (average taking 10% of above pipe rate)

Cement mortar 1:3 (For rate refer to item 11.5 I)

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Total

Over heads & Contractor's profit

Cost for 30 Nos = (a+b+c+d)

Rate per No of 1m or per 1 Rmt= (a+b+c+d)/30

Sub analysis

RBR-SPST-1 -B

R.C.C M 20 Grade (Design Mix)

Unit =cum

(i) Height upto 5m

Case I : Using Concrete Mixer.

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

d) For formwork and staging refer to sub-item I (B) case I above

d) Formwork and staging of (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

RBR-TSRA-6

Unit = sqm

Taking output = 40 sqm

a) Labour

Painter (1st Class)

Painter Assistant

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Material

Cement Primer as per specifications

Paint conforming to requirement of Clause 1701.3.8

Add for scaffolding @ 1 per cent of labour cost where required

Filling Material on Paint Cost

Total

Over heads & Contractor's profit

toatl

Cost for 40 sqm = a+b+c+d

Rate per sqm = (a+b+c+d)/40

RBR-HLRD-8

Unit = cum

Rates as per item No. 1 of Chapter 11

Unit = cum

Rate as per item No. 4 (C) (i) of Chapter 11

Unit = t

Rate as per item No. 7 of Chapter 11

Unit = sqm

Rate as per item No. 5 of Chapter 10

Total cost for each stone

Rate after rounding off

Flush Pointing with CM (1:3) to RR Masonry including cost and conveyance of all materials and all labour chrages, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Unit = 10 sqm

A. MATERIALS:

Cement

Fine aggregate (Sand)

B. LABOUR:

Mason 2nd class

Mazdoor (unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Rate per 10 sqm

Rate per sqm

Sub analysis

Cement mortar 1:4 (1 cement : 4 sand)

Unit = cum

(a) Material

Cement

(b) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Total material and labour = (a+b)

Plastering with cement mortar (1:4), in substructure as per technical specification Clauses 613.4 & 1204 MORD including cost and conveyance of all materials, Overheads & contractor's profit, but excluding GST and seigniorage etc., complete.

Unit = 10 sqm

Taking output = 10 sqm

(a) Material

Cement mortar 1:4 (Rate as in item 11.5 II )

(b) Labour

Mason 1st Class

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Total

Over heads & Contractor's profit

Rate per 10 sqm = (a+b+c+d)

Rate per 1 sqm

RBR-SBST-5 VI

For Footings/ Drain cover slabs

R.C.C. grade M 25 (Design Mix)

Unit = cum

Case I : Using concrete Mixer

(a) Material

Cement

Coarse sand

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity

Generator 33 KVA

Vibrator

(d) Formwork @ 4% on (a+b+c)

Over heads & Contractor's profit

Rate per cum = a+b+c+d+e+f

Providing 375 mm dia. Double bulb under reamed Piles to 3.75M depth with Reinforced concrete M 20 grade fDesign using 20 & 10mm metal hard granite stone aggregate (HBG), mechanically mixed, placed in foundation and upto a depth of 1.50mts below ground level and upto a height of 1.5mts above GL/ Bed leve 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 with required qty of steel but excluding cost of steel and its fabrication charges including cutting pile, layiing concrete, etc.,complete.

Unit - 1No.

Basic rate of RCC M20 mix

Add Labour charges

Add 20% M A on labour

Total cost

Add for Over head charges & Contractors profit on labour charges

Cost for 1 No

Rate per 1 No

Providing 300 mm dia. Double bulb under reamed Piles to 3.75M depth with Reinforced concrete M 20 grade fDesign using 20 & 10mm metal hard granite stone aggregate (HBG), mechanically mixed, placed in foundation and upto a depth of 1.50mts below ground level and upto a height of 1.5mts above GL/ Bed leve 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 . with required qty of steel but excluding cost of steel and its fabrication charges including cutting pile, layiing concrete, etc.,complete.

Unit - 1No.

Basic rate of RCC M20 mix

Add Labour charges

Add 20% M A on labour

Total cost

Add for Over head charges & Contractors profit on labour charges

Cost for 1 No

Rate per 1 No

RBR-SPST-1 -B

P.C.C M 20 Grade (Nominal Mix : 1:2:4)

Unit =cum

(i) Height upto 5m

Case I : Using Concrete Mixer.

(a) Material

Cement

Coarse sand

40 mm aggregate

20 mm aggregate

10 mm aggregate

Water

(b) Labour

Mason (1st Class)

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer 0.4/0.28 cum capacity

d) Formwork and staging of (a+b+c)

Rate per cum = a+b+c+d+e+f

Cost and supply of Polythene sheet of 125 microns including cost and conveyance of all materials and all labour charges etc., complete.

Unit = 1 Sqm

(a) Material

Polythene sheet of 125 microns ( ( Rates of Materials & Work items SSI No 177 )

Add for Over head charges & Contractors profit @excluding conveyence

Rate pe Sqmt

Say rate per sqmt

Metal Beam Crash Barrier

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 MORTH

Unit = Running metre

Market rate recommended by the Superintending Engineer, PR, Guntur which was also approved by the Engineer-in-Chief (R&B), State Roads and proposed in the estimate is considered.

Taking output = 4.5 metre length

a) Labour

Blacksmith

Mazdoor

Add Municipal/ Agency Allowance

b) Machinery

Tractor-trolley

c) Material

Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in length

Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre

Spacer 150 x 75 x 5 mm channel 0.33 m long, 3 Nos @ 16.4 kg per metre

Nuts and bolts

Add 25 per cent of the cost of material for fabrication, nuts, bolts and washers etc.)

d&e) Overheads & Contractors Profit

Cost for 4.5 metre = a+b+c+d+e

Rate per metre = (a+b+c+d+e)/4.5

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.

Unit = cum

Taking output = 1.25 cum

a) labour

Mazdoor (Unskilled)

b) Machinery

Air compressor 210 / 250 cfm with 2 leads of pneumatic breaker @1.5 cum per hour

Tractor with trolley 3t

d&e) Overheads & Contractors Profit

Cost for 1.25 cum = a+b+c+d

Rate per cum = (a+b+c+d)/1.25

Unit = cum

Taking output = 1.25 cum

a) labour

Mazdoor (Unskilled)

Blacksmit

b) Machinery

Air compressor 210 / 250 cfm with 2 leads of pneumatic breaker @1.5 cum per hour

Tractor with trolley 3t

d&e) Overheads & Contractors Profit

Cost for 1.25 cum = a+b+c+d

Rate per cum = (a+b+c+d)/1.25

Supplying, fitting and fixing in position true to line and level elastomeric / Neoprane bearing of size 630 x 220 x 61 mm conforming to IRC:83 (Part II) Section IX complete including all accessories as per drawings and technical specification clause 1207.1 of MORD including all over heads & contractors profit and VAT etc., complete.

Rate as per previously approved market rates

Providing and laying Strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation etc., comlete including over heads & contractors profit and VAT etc., complete.

Rate as per previously approved market rates

Providing drainage spouts made 0.15 sqm of 6 mm thick MS plate 210 x 210 mm water spout at top with 100 mm dia GI drain spout and 5 Nos MS plate 12 mm x 40 mm x 210 mm long inluding cost of all materials and labour charges, over heads & contractors profit and VAT etc., complete.

Rate as per previously approved market rates

CD datas 09 Nos (Nine numbers) approved

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Name of the sub Work : Bridge Part

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 dewatering, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations Ordinary soil Upto 3 m depth (including dewatering)

Cut off walls u/s

Cut off walls d/s

Cross cut off walls

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 dewatering, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations Ordinary soil 3 m to 6 m depth (including dewatering)

Cut off walls u/s

Cut off walls d/s

Cross cut off walls

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.

Below raft

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

Below raft

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, VAT and Seigneorage etc., complete- For cutoff walls

Cut off walls u/s

Cut off walls d/s

Cross cut off walls

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, VAT and Seigneorage etc., complete For Raft

Plain cement concrete M 20 grade (Design mix) using 40,20 & 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, VAT and Seigneorage etc., complete- For Footings

Pier Footing-1

Pier Footing-2

Abutment Footing-1

Abutment Footing-2

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure 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, VAT and Seigneorage etc., complete- For Abutments & Piers

Piers

Abutments

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, VAT and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks/ Backing walls

Bed blocks for Abutments

Bed blocks for Piers

Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges but excluding cost of steel etc. complete. For Fly wings

Rectangle portion

Trapezoidal portion

Haunches

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

Deck slab

Deck slab triangle portion

Kerb portions

Deduct for joints

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete

Under Approach slabs

deduct haunches of fly wings

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges but excluding cost of steel etc. complete.

Approach slabs

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges but excluding cost of steel etc. complete.

Over Deck slab & approach slabs

deduct exp. Joints

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, VAT and seigneorage charges but excluding cost of steel etc. complete.

Railing on deck slab

-do- approach slab

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, VAT etc., complete

Mastic pad

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing 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 overhead charges & contractors profit and VAT etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing 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 overhead charges & contractors profit and VAT etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

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, VAT and Seigneorage etc., complete

For Abutments (approx. no. & length)

For Abutments (approx. no. & length)

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Behind Abutments

Behind wings

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 overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Behind Abutments

Providing and laying boulder apron for bed protection with stone boulders (300 mm rough stone) 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, VAT and Seigneorage etc., complete - For Protection Work

Providing and laying pitching on slopes laid over prepared filter media/ gravel backing as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges, VAT and Seigneorage etc., complete.

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, VAT and Seigneorage etc., complete - For Protection Work

Launching appron u/s

Launching appron d/s

Providing drainage spouts made 0.15 sqm of 6 mm thick MS plate 210 x 210 mm water spout at top with 100 mm dia GI drain spout and 5 Nos MS plate 12 mm x 40 mm x 210 mm long inluding cost of all materials and labour charges, over heads & contractors profit and VAT etc., complete.

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, VAT etc., complete

For Railing and deck slab sides

Total

Sub Estimate

Sub Work :Construction of 2 vent 6 mts span RCC slab culvert (1 No)

Footings

Piers

For Wing walls

U/S apron

D/S apron

Total Quantity

Total Quantity

Levelling course

Footings

Piers

For Wing walls

Total Quantity

For Raft

Footings

For abutment

For Pier

For wing walls

U/S apron

D/S apron

Abutments

Abutments

Piers

Cut water

Wing walls

Parapet

Total Quantity

Bed blocks

Bed blocks

Backing walls

Piers

Cut waters

Deck slab

For Kerbs

Abutments & wing walls

deduct filter media

For Bed blocks

For Deck slab

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

Total

The Sub estimate for '2 vent 6 mts span RCC slab culvert' (1 No) is Technically approved for Rs.51,22,855/- (Rupees Fifty One lakhs Twenty Two thousand Eight hundred and Fifty Five only)

Engineer -in -Chief (PR)

PMGSY,Vijayawada

Sub Estimate

Sub Work :Construction of 1 vent 3 mts span RCC slab culvert (4 No)

For Raft foundation

cut off wall u/s

cut off wall d/s

For Wing walls

Add for channel correction

Total Quantity

Total Quantity

Levelling course

cut off wall u/s

Add for channel correction

Total Quantity

For Raft

Below GL

Footings

For Raft foundation

cut off wall u/s

cut off wall d/s

Wing walls

Above GL

Abutments

Abutments

Wing walls

Parapet

Total Quantity

Bed blocks

Bed blocks

Dirt walls

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, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, VAT and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab)

Deck slab

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, VAT and Seigneorage etc., complete

Abutments

Wings

over deck slab

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 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, VAT etc., complete- For Sub Structures

For Bed blocks

For skin reinforcement

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 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, VAT etc., complete - For Super Structures

For Deck slab

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

Total

The Sub estimate for '1 vent 3 mts span RCC slab culvert' (1 No) is Technically approved for Rs.8,43,531/- (Rupees Eighty Six lakhs Seventeen thousand Thirty Nine only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work :Construction of 2 vent 1000 mm dia. Pipe culverts -1no

Head walls

Barrel Portion

rounding off

Total Quantity

Under pipes

rounding off

Total Quantity

Head walls

rounding off

Total Quantity

For Head walls and Parapet

Head walls at

Deduct pipes portion

Parapet

rounding off

Total Quantity

CC pavement

rounding off

Total Quantity

Aprons

Toe wall

rounding off

Total Quantity

1000mm dia NP3 pipes

Total

The Sub estimate for 2 vent 1000 mm dia. Pipe culvert' (2 Nos) is Technically approved for Rs.10,27,171- (Rupees Ten lakhs Three thousand one hundred and one only)

Engineer -in -Chief (PR)

PMGSY,