Package No.AP20PMJN04, L022- Road from Gurla-Rompalli Road to Panukuvalasa in Mentada mandal of Vizianagaram 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 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.

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

Construction of un-reinforced, panneled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and contraction sawn joint groove (using daimond studded nblades) 3 to 5 mm wide and 1/3rd to 1/4th depth of the slab + or - 5mm or .Thecontraction joint shall be cut as soon as the concrete as under goneinitial hardening and as hard enogh to take up the load of joint swaing machine with out causing damage to the slab. The joint ceilling compound shall not be poured bitumen type having flexibility, resistaance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all leads and lifts and coat and conveyance of all materials for 100 thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST 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 & fixing of typical PMGSY LOGO Board as per MORD secifications and drawing consists of two boards made of encapsulated lens type Retro reflective sheeting as per IRC fixed over Alluminium Composite Material of 4mm thickness fixed on a 25x25x5mm size MS frame alround edges and 25mmx5mm size Ms flats in middle duly welding the top and bottom plates 1 No of 75x75 x6mm MS Square hallow section post of 2.95 m height welded with 200x200x5mmthick MS base plate of at bottom duly embedded in CC M20 grade block of 450x450x600mm, 600mm 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

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.

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,

Sub Work: Construction of 1 vent 1000 mm dia pipe culverts -4 Nos

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

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

Sub Work :Construction of 1 vent 2mts span RCC slab culvert (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

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 1203 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

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) excluding cost of reinforcement

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 excluding cost of reinforcement upto 5m height. - For Super Structure (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, but excluding GST and seigniorage etc., complete

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

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., excluding cost of reinforcement complete

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

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

Name of the sub Work : DRAIN

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 substructure 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 Abutments & wing walls of slab culvert, Retaining walls

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MoRD Cleareance No P-17024/3/32024/RC(part)FTS386903 Dt 16.3.2024 of Director, RC Division, MoRD New Delhi.

G.O Rt.No. 549 , Dt: 03-10-2024 of PR&RD(Progs.II).

State share

Remarks

Total

Tonne

6mm MS rods

Quantity

Jungle clearence

Prime coat

Total

Total

Length

Material

Sand Filling

Sand for mortar

Metal

State share

Rs.446.00 lakhs

Remarks

Total

6mm MS rods

6mm MS rods

Quantity

Jungle clearence

Prime coat

Total

Total

Length

Material

Gravel

Sand (Mortar)

Sand (Concrete)

Sand for filling

Metal

Parvathipuram

Vishakapatnam

Part B of Schedule A (Routine Maintenance after completion of construction works)

Name of the work:

For 1st year

For 2nd year

For 3rd Year

For 4th Year

For 5th Year

Total for 5 years

Routine Maintenance is the maintenance of roads for five years as specified in the Contract Data

The Contractor shall do the routine maintenance of approach roads, including pavement, road berms and surface drains to the required standards and in the manner as defined in clause 1.1 and keep the entire road surface and bridge structure in Defect free condition during the entire maintenance period.

The payment to the Contractor is performance based for routine maintenance of roads.

The above are LS Provisions made in the estimate

The tender percentage will not be operated on the above Items

Engineer-in-Chief,P.R

PMGSY, Hyderabad

Schedule-A for Construction

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 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.

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 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

Road Furniture

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

802, 804, 805, 806, 807, 1202 and 1203 MORD

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

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

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

802, 804, 805, 806, 807, 1202 and 1203 MORD

802, 804, 805, 806, 807, 1202 and 1203 MORD

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

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

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

802, 804, 805, 806, 807, 1202 and 1203 MORD

Schedule -A (Part-B)

LS Provisions towards GST & Seigniorage

For Construction

For Routine Maintenance

Schedule-A for Routine Maintenance

Routine maintenance

Routine maintenance cost for 1st Year

Routine maintenance cost for 2nd Year

Routine maintenance cost for 3rd Year

Routine maintenance cost for 4th Year

Routine maintenance cost for 5th Year

Total

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.

Sub Estimate

Package No.AP09 IX LB 02 - Construction of bridge across Yenugugaddavagu @ 1/0-1/4 km on the road from NH9 to Kotikalapudi, Ibrahimpatnam (M)

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 contractors profit & Over head charges, VAT and Seigneorage etc., complete in Oridinary soils up to 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 contractors profit & Over head charges, VAT and Seigneorage etc., complete in Oridinary soils from 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 bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, VAT and Seigneorage etc., complete.

Below raft

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, VAT and Seigneorage 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

2nd Year

3rd Year

4th Year

5th Year

Deck Slab

Deck Slab

Wing walls

Engineer -in -Chief (PR)

PMGSY,Vijayawada

Deck Slab

Wings

approaches

Engineer -in -Chief (PR)

PMGSY,Vijayawada

General Abstract

Estimate amount:

Road Work (PART-A)

Road portion

Road furniture

Provision for Seigniorage Charges (As per statement)

Total

Provision for GST @ 18%

Provision for DPR Charges

Provision for Shifting of Electrical poles

Unforeseen items

Sub_total

Routine maintenance (PART-B)

Routine maintenance for 5 years

Provision for GST @ 18%

Unforseen items, if any

Total Routine maintenance Cost

Construction cost + 5 Years Post Construction Mtc.

The Estimate for the work 'Road from T02-Gooty to vajrakarur up to Nagasamudram Cross Gooty mandal of Anantapuramu Dt.' is technicall approved for Rs.1344.00 Lakhs only .(Rupees Twelve Crore Fifty lakhs pnly)

Engineer-in-Chief (PR)

PMGSY , Vijayawada

Administrativ sanction ref:

MORD share:

State share

Total

The road work is administratively sanctioned for Rs.202.14 lakhs (MORD share Rs.120.5 lakhs + State share Rs.81.64 lakhs) for Construction and Rs. 13.14 lakhs (During DLP) for Routine maintenance vide GO Ms No. 605 of PR & RD (Progs.II) Dept. Dt..

The Original Estimate for Rs.165.00 Lakhs against the original administrative sanction for Rs.202.14 Lakhs is Technically sanctioned for Rupees one crore sixty five lakhs only vide TSR. No. /2020-21 Dt. .05.2020.

Engineer-in-Chief (PR)

PMGSY , Vijayawada

FORMAT F-6

PMGSY COST ESTIMATE FOR ROADS CONSTRUCTION

Name of the work:

Sub work:

As per Calculation Sheets

Providing and laying bituminous premixed Seal coat (Type C) comprising of a thin application of fine aggregate premixed with bituminous binder; with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by mechanical means to be laid simultaneously along with the of bitumen VG30 grade with 8% waste plastic by Dry process (Shredded waste plastic) at the rate of 6.50 kgs for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, seigniorage, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MORD Using Hot mix plant including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. (by Mechanical means)

Paneled Cement Concrete Pavement (Panel Size 0.75 X 0.75 mts)

Construction of un-reinforced, panneled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and contraction sawn joint groove (using daimond studded nblades) 3 to 5 mm wide and 1/3rd to 1/4th depth of the slab + or - 5mm or .Thecontraction joint shall be cut as soon as the concrete as under goneinitial hardening and as hard enogh to take up the load of joint swaing machine with out causing damage to the slab. The joint ceilling compound shall not be poured bitumen type having flexibility, resistaance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all leads and lifts and coat and conveyance of all materials for 100 thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Total

Sub Estimate

Sub Work : Construction of Single Row Cable Duct 300 mm dia Pipe's

Under Pipe

Total Quantity

Under pipes

Total Quantity

Under pipes

Total Quantity

Under pipes

300 mm dia NP3 pipes

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

For Head walls and Parapet

Total

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work : Repairs to 3V-5.00mts Span Slab Culvert

Cement Concrete

approach slabs

Total Quantity

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)

Parapet Walls

Total Quantity

Waering Coat

Total Quantity

Paneled Cement Concrete Pavement (Panel Size 0.75 X 0.75 mts)

Construction of un-reinforced, panneled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and contraction sawn joint groove (using daimond studded nblades) 3 to 5 mm wide and 1/3rd to 1/4th depth of the slab + or - 5mm or .Thecontraction joint shall be cut as soon as the concrete as under goneinitial hardening and as hard enogh to take up the load of joint swaing machine with out causing damage to the slab. The joint ceilling compound shall not be poured bitumen type having flexibility, resistaance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all leads and lifts and coat and conveyance of all materials for 100 thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Head walls

Total Quantity

Head walls at

Deduct pipes portion

Parapet

Total

Sub Estimate

Sub Work :Construction of 1 vent 6 mts span RCC slab culvert (1 No) @ KM 2/615

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.

Deck slab

Abutments

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, VAT and Seigneorage etc., complete- For Foundations

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

Below raft

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

Total Quantity

Abutments Below GL

Above GL

Bed blocks

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

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

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 , RCC railing

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 4 mts span RCC slab culvert' (1 No) is Technically approved for Rs.31,48,084,/- (Rupees Thirty one lakhs Forty eight thousand and eighty four only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Head walls

Under pipes

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Total Quantity

Head walls at

Deduct pipes portion

Parapet

Head walls at

Deduct pipes portion

Parapet

Total Quantity

600mm dia NP3 pipes

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.

Parapet walls

Total

The Sub estimate for '1 vent 600mm Dia Pipe culvert' (1 No) is Technically approved for Rs.88890,/- (Rupees Eighty eight thousand eight hundred and Ninty only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Head walls

Barrel Portion

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Total Quantity

Head walls at

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

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.

Parapet walls

Total

The Sub estimate for Single Row 1000 mm dia. Pipe culvert' (1 Nos) is Technically approved for Rs.386418- (Rupees Three lakhs Eighty six thousand four hundred and Eighteen only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Head walls

Barrel Portion

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

NþMFor Encasement (6.7+5.7)/2Dedcuct for pipe Portion Vent Portion (0.9+0.40)/2 (0.5+1.0)/2 (0.9+0.4)/2]Sub Work :Construction of 1000 mm dia

luding cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work 1700.1 MORD ÕSupply 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. 805 MORTHNProviding 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 workProviding & fixing of typical PMGSY LOGO Board as per MORD secifications and drawing consists of two boards made of encapsulated lens type Retro reflective sheeting as per IRC fixed over Alluminium Composite Material of 4mm thickness fixed on a 25x25x5mm size MS frame alround edges and 25mmx5mm size Ms flats in middle duly welding the top and bottom plates 1 No of 75x75 x6mm MS Square hallow section post of 2.95 m height welded with 200x200x5mmthick MS base plate of at bottom duly embedded in CC M20 grade block of 450x450x600mm, 600mm 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 workcProviding 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 workMPavement 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. 803 of MORTH;
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, 804 MORTH1701 MORDDSub Work :Construction of 1 vent 2mts span RCC slab culvert (1 No) ˆ
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 1203 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 wallsŠ
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) excluding cost of reinforcement´
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 excluding cost of reinforcement upto 5m height. - For Super Structure (Deck slab)800 &1401.4.1 MORD- 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH y
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., excluding cost of reinforcement complete $800 and 1404.2.2 MORD and 2702 MORTHŠ
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(1001 & 1206 MORD / Sections 1600 & 2200 1001 and 1401 MORD / 1600 MORTHTowards DMF and MERIT ChargesDETAILS OF WORKS Sl.No.Name of the WorkEst. Cost in LakhsEst. Contract Value GrantAdmn. SanctionTechnical Sanction2025-26TOTAL ESTIMATE COST uPackage No.AP20PMJN04:L022- Road from Gurla Rompalli Road to Panukuvalasa in Mentada mandal of Vizianagaram DistrictName of the sub Work : DRAIN PM-JANMANBatch-ITotal of 40 ItemsuPackage No.AP20PMJN04:L022- Road from Gurla-Rompalli Road to Panukuvalasa in Mentada mandal of Vizianagaram District1501.2.2 MORD CSub Work: Construction of 1 vent 1000 mm dia pipe culverts -4 NosˆName of the Work : Package No.AP20PMJN04:L022- Road from Gurla-Rompalli Road to Panukuvalasa in Mentada mandal of Vizianagaram District=Est. Cost : Rs. 108.00 Lakhs + Rs.6.63 Lakhs for Routine Mtc.%Package No.AP20PMJN04:L022- Road from/Gurla-Rompalli Road to Panukuvalasa in Mentadamandal of Vizianagaram District!G.O. Rt. No. 1028, Dt: 22.12.2025of PR & RD ( Progs-II) Dept.for Rs. 108.00 Lakhs.hC.R.No. /2025-26, Dt: 09.01.2026 for Rs.108.00 Lakhs of the Superintending Engineer,PR,Vizianagaram-3

Total Quantity

Under pipes

For Head walls and Parapet

Head walls at

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

Total

The Sub estimate for Double Row 1000 mm dia. Pipe culvert' (1 Nos) is Technically approved for Rs.386418- (Rupees Three lakhs Eighty six thousand four hundred and Eighteen only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

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

For Wing walls

Total Quantity

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.

Abutments

For Wing walls

Total Quantity

Levelling course

For Wing walls

Total Quantity

Abutments Below GL

Abutments

Wing Walls

Total Quantity

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

Abutments above GL

Abutments

Wing walls

Parapet wall

Total Quantity

Bed blocks

Bed blocks

Backing walls

Deck slab

Wearing course

in Abutments

for expension joints

bed blocks

For Deck slab

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.

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 'Construction of 1 vent 2 mts span RCC slab culvert (4 Nos) is Technically approved for Rs.9,71,468/- (Rupees Nine Lakh ninty one thousand Four hundred seven only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Name of the sub Work : Construction of 1m span RCC slab culvert

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, VAT and Seigneorage etc., complete- For Foundations

Wing walls

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

Wing walls

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

Wing walls

Total Quantity

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-

Footings

For Abutments

For Wing walls

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height)

Bed blocks

For Bed blocks

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

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

Total

Sub Estimate

Head walls

Barrel Portion

Total Quantity

Under pipes

Total Quantity

Head walls

Total Quantity

Head walls

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

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.

Parapet walls

Total

The Sub estimate for Single Row 1000 mm dia. Pipe culvert' (1 Nos) is Technically approved for Rs.386418- (Rupees Three lakhs Eighty six thousand four hundred and Eighteen only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Head walls

Barrel Portion

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Deduct pipes portion

Total Quantity

Under pipes

For Head walls and Parapet

Head walls at

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

Total

Sub Estimate

Head walls

Barrel Portion

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Deduct pipes portion

Total Quantity

Under pipes

For Head walls and Parapet

Head walls at

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

Total

Sub Estimate

Abutments

Wing walls

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

Total Quantity

Abutments

Wing walls

Total Quantity

For Raft

Footings

Abutments

Wing walls

Above GL

Wing walls

Parapet

Total Quantity

Bed blocks

Bed blocks

Backing walls

Deck slab

Abutments

Wings

over deck slab

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

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work : Construction of Ten Row 1000 mm dia. Vented road dam (1 Nos) @ 5/2-5/3 KM

Head walls

Under pipes

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Total Quantity

Under pipes

For Head walls and Parapet

Head walls

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

Total Quantity

Head walls

Total Quantity

Total

The Sub estimate for 'Ten Row 1000 mm dia. Vented Road Dam' is Technically approved for Rs.19,04,429/- (Rupees Nineteen lakhs four thousand Four hundred and twenty nine only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work :Construction of 2 vent 3 mts span RCC slab culvert (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, VAT and Seigneorage etc., complete- For Foundations

For Abutment

For Pier

For wing walls

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

For Piller

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

For Abutment

For Piller

Wing walls

Total Quantity

For 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

Below GL

Abutments

For Piller

Wing walls

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, VAT and Seigneorage etc., complete- for Abutments

Above GL

Abutments

For Piller

For Wing walls

Parapet walls

Total Quantity

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

Bed blocks

Bed blocks

over Pier

Backing wall

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

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

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

Behind abutments

Total

The Sub estimate for '1 vent 3 mts span RCC slab culvert' (3 No) is Technically approved for Rs.11,52,551/- (Rupees Eleven lakhs fifty two thousand five hundred and fifty one only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work : Construction of single vent 600 mm dia. Pipe culvert. (4 Nos) in Km 0/009,1/180,1/440,2/400 Km (body walls only )

Head walls

Under pipes

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Total Quantity

Head walls at

Deduct pipes portion

Parapet

Head walls at

Deduct pipes portion

Parapet

Total Quantity

Total

The Sub estimate for '1 vent 600mm Dia Pipe culvert' (1 No) is Technically approved for Rs.66,394,/- (Rupees Sixty six thousand three hundred and Ninty four only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work :Construction of 1 vent 7.50 mts span RCC slab culvert (3 No) @ 0/570,3/820,12/150

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, VAT and Seigneorage etc., complete- For Foundations

Bund cutting

Below Bed level

Bund cutting FOR WINGS

Below Bed level

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

abutment

for wing walls

Below approach slab

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

abutment

Wing walls

Total Quantity

For Raft

Below GL

Raft slab

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

Below GL

Abutment footings 1

footings 2

footings 3

Wing wall footings

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, VAT and Seigneorage etc., complete- for Abutments

Above GL

Abutments

Wing walls stem

Total Quantity

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

Bed blocks

Bed Blocks over abutments

Dirt wall

Kerbs

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, Wing walls

approaches

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 .200mm thick with 3.75mt spacing

over approaches

over Bridge slab

over approaches

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.

For RCC raft

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

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 , RCC railing

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

Total

The Sub estimate for '2 vent 7.5mts span RCC slab culvert' widening (1 No) is Technically approved for Rs.7,81,024,/- (Rupees Seven lakhs Eighty one thousand and twenty four only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work :Construction of 2 vent 4 mts span RCC slab culvert (1 No) @ 'KM 9/8

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, VAT and Seigneorage etc., complete- For Foundations

For Abutment

For Pier

For wing walls

for cutoff walls U/s

for cutoff walls D/s

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

For Pier

for cutoff walls U/s

for cutoff walls D/s

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

For Abutment

For Pier

Wing walls

for cutoff walls U/s

for cutoff walls D/s

Total Quantity

For 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

Below GL

Abutments

For Pier

Wing walls

for cutoff walls U/s

for cutoff walls D/s

Total Quantity

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, VAT and Seigneorage etc., complete- for Abutments

Above GL

Abutments

For Pier

Cut waters

For Wing walls above G L

Parapet walls

Total Quantity

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

Bed blocks

Bed blocks

over Pier

Backing wall

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

approaches

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.

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

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

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

Behind abutments

Total

The Sub estimate for '1 vent 4 mts span RCC slab culvert' (1 No) is Technically approved for Rs.13,37,326/- (Rupees Nine lakhs Thirty eight thousand Nine hundred and Fifty only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work :Construction of 1 vent 5 mts span RCC slab culvert (1 No) '@ KM 1/418 & 1902

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, VAT and Seigneorage etc., complete- For Foundations

For Abutments

For Return walls

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

for wing walls

Below approach slab

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

For Vent Portion

For Return walls

Total Quantity

For Raft

Abutments Below GL

Abutments

Wing Walls

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

Above GL

Abutments

Wing walls

Parapet wall

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

Bed blocks

Bed Blocks

Dirt wall

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

Wearing course

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, Wing walls

approaches

over approaches

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.

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

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 , RCC railing

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

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 4 mts span RCC slab culvert' (1 No) is Technically approved for Rs.31,48,084,/- (Rupees Thirty one lakhs Forty eight thousand and eighty four only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work : Construction of 2 vent 5.00 mts span RCC slab culvert (3 No) @ KM 3/890, 7/665 & 16/760

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, VAT and Seigneorage etc., complete- For Foundations

For Vent Portion

For Return walls

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

for wing walls

Below approach slab

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

For Abutments

For Piers

For Return walls

Total Quantity

For Raft

Abutments Below GL

Abutments

Wing Walls

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

Above GL

Abutments

Extra for Cut Water Way

Wing walls

Parapet wall

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

Bed blocks

Bed Blocks

Over pier

Dirt wall

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

Wearing course

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, Wing walls

approaches

over approaches

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.

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

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 , RCC railing

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

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 4 mts span RCC slab culvert' (1 No) is Technically approved for Rs.31,48,084,/- (Rupees Thirty one lakhs Forty eight thousand and eighty four only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work : Construction of Three Row 1000 mm dia. Pipe culvert. (2 Nos) @ 5/0-2 Km

Head walls

Barrel Portion

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Total Quantity

Under pipes

For Head walls and Parapet

Head walls at

Deduct pipes portion

Parapet

Total Quantity

1000mm dia NP3 pipes

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

For Head walls and Parapet

Total

The Sub estimate for 'Three Row 1000 mm dia. Pipe culvert' is Technically approved for Rs.7,43,405/- (Rupees Seven lakh Forty Three thousand Four hundred and Five only)

Engineer -in -Chief (PR)

PMGSY,

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

For Abutments

For pier

For Wing walls

Total Quantity

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.

For Abutments

For pier

For Wing walls

Total Quantity

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

Leveling Course

For Abutments

For pier

For Wing walls

Total Quantity

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 & Side Drain walls.

Abutments

For Abutments

For Abutments

For Abutments

For pier

For pier

For pier

For Wing walls

For Wing walls

For Wing walls

Total Quantity

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

Superstructure

For Abutments

For pier

For Wing walls

Total Quantity

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) For bed blocks

Bedblock

Over Abutments

Over pier

Dirt Wall

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)

Deck Slab

Parapet Walls

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-

Wearing Course

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

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 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

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

EW quantity

Deduct Sand filling

deduct PCC M10

Deduct M15 qty of Sub structure

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.

deduct vent portion

Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, 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 but excluding GST & Seigniorage Charges. etc., complete.

Total

Sub Estimate

Engineer -in -Chief (PR)

PMGSY,Vijayawada

Sub Estimate

Sub Work :Construction of protection wall 'In KM 3/700 to 3720

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, VAT and Seigneorage etc., complete- For Foundations

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Total Quantity

For 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

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, VAT and Seigneorage etc., complete- for Abutments

Abutments

Abutments

Total Quantity

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

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

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

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 & Bed blocks

Behind abutments

Total

The Sub estimate for 'Protection wall'(1 Nos) is Technically approved for Rs.26,26,822- (Rupees twenty Six lakhs twenty six thousands eight hundred and twenty two only)

Engineer -in -Chief (PR)

PMGSY,

Seigniorage Charges Statement

C/o. Embankment with Carted earth

Shoulders, Sub grade

Wetmix Macadam

CC Pavement

SubTotal

1st &5th Km stones

Sand in PCC M15

Ordinary Km stones

Sand in PCC M15

HM stones

Sand in PCC M15

PMGSY information sign board with Logo

Sand in PCC M15

PMGSY Maintenance & Citizen

Sand in PCC M15

Logo boards every 2 Km

Sand in PCC M16

Place identification and direction boards

Sand in PCC M16

Cautionary Sign Boards

Sand in PCC M15

SubTotal

Earth work

Sand Filling

Earth

Metal

SubTotal

Earth work

Sand Filling

Laying of pipes

SubTotal

Total

Earth work

Sand Filling

SubTotal

Total

Grand Total

OR say

Engineer-in-Chief, PR

PMGSY, A.P-Vijayawada

Sub Estimate

Sub Work : Construction of six Row 1000 mm dia. Vented road dam (1 Nos) @ 4/0-4/2 KM

Head walls

Under pipes

Total Quantity

Head walls

Under pipes

Total Quantity

Head walls

Total Quantity

Under pipes

For Head walls and Parapet

Head walls

Deduct pipes portion

Total Quantity

1000mm dia NP3 pipes

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-

Head walls

Total Quantity

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

Head walls

Total Quantity

Total

The Sub estimate for 'six Row 1000 mm dia. Vented Road Dam' is Technically approved for Rs.15,30,043/- (Rupees Fifteen lakh Thirty thousand Forty three only)

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Sub Work :Construction of protection wall in km 0/2-0/3

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, VAT and Seigneorage etc., complete- For Foundations

Total Quantity

Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges etc.,complete for foundations.

Total Quantity

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, VAT and Seigneorage etc., complete For levelling course

Levelling course

Total Quantity

For 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

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, VAT and Seigneorage etc., complete- for Abutments

Abutments

Abutments

Total Quantity

Reinforced cement concrete M25 grade (Design Mix) using 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, VAT and Seigneorage etc., complete (upto 5m height) for Bed Blocks.

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

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

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 & Bed blocks

Behind abutments

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

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

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 & Bed blocks

Behind abutments

Total

The Sub estimate for '1 vent 4 mts span RCC slab culvert' is Technically approved for Rs.1296257/- (Rupees Twelve lakhs ninety six thousand two hundred and fifty seven only)

Engineer -in -Chief (PR)

PMGSY,

ESTIMATE FOR ROAD FURNITURE

5th KM Stone

Ordinary KM Stone

200 M Stone

Logo and PMGSY information

Maintenance Board

Citizen information board

Logo board with every 2 Km

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 3 nos mounted on singla pole of 100x100x6 mm MS angle 5.00 Mts long and made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 100 mmx100 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx900 mm, 900mm below ground level as per drawings and technical specification clause 1701 MORD 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.

Triangular 600x600

at Speed breakers near Junctions, (triangle of 600 X 600mm), curves

L/S, R/S, Curves & Bends Indication Boards

T Boards at junctions (triangle of size 600 X 600mm size)

Prohibited boards at junctions (triangle of size 600 X 600mm size)

Circular sign Boards 600mm dia

At Curves

at Culverts

Speed Brakers (16x6)

Total

Engineer -in -Chief (PR)

PMGSY,

Sub Estimate

Name of the Sub Work: 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, but excluding GST and seigniorage etc., complete for protection of Embankment along the tank bunds

Sub Estimate

Name of the sub Work : Const. Of Wing walls to Existing Bridge

Wing walls

Total Quantity

Wing walls

Wing walls

Total Quantity

Wing walls

Total Quantity

Wing walls

for four wings,bottom layer

Total

Sub Estimate

Name of the sub Work : Providing Drain.

Total Quantity

Total Quantity

Total Quantity

Total Quantity

Total Quantity

Total Quantity

Total

By Mechanical means (Type-B)

CRRI-BitChem tailor made cold mix Binder

Unit = sqm

Taking output = 4000 sqm (80 cum)

a) Labour

Mazdoor (Unskilled)

Mazdoor (Skilled)

By Mechanical means (Type-B)

b) Machinery

HMP of appropriate capacity (40-60 TPH) considered (without heating)

(10% of HMP hours is considered i.e., 6 hrs X 0.10)

Electric generator set 125 KVA

Tipper 5.5 cum - 10 t capacity

(Conveyance included in Material rates)

Paver finisher

Three wheel 80-100 kN static roller

c) Material

tailor made cold mix Binder @ 30 kg per 10 sqm

(As per SP-100 30 kg is considered)

Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm

Over heads & Contractor's profit

Cost of 4000 sqm = a+b+c+d+e

Rate per sqm

Mix Seal Surfacing - 20 mm thick (HMP)( Using Waste Plastic Wet Process)

RBR-BASC-17- I -A - Case III -(II)

By Mechanical means (Type-B)

Bitumen (S-65)

Unit = sqm

Taking output = 4000 sqm (80 cum)

a) Labour

Mazdoor (Unskilled)

Mazdoor (Skilled)

Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates as per Table 500.15 of MORD using VG 30 grade bitumen with 8% waste plastic by wet process(waste plastic impregnated and concentrated bitumen tablets) 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 509 MORD' 2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

b) Machinery

HMP of appropriate capacity (40-60 TPH) considered

Electric generator set 125 KVA

Front end loader 1 cum bucket capacitry

Tipper 5.5 cum - 10 t capacity

Paver finisher

Three wheel 80-100 kN static roller

c) Material

Bitumen (S-65) @ 15.96 kg per 10 sqm

Waste plastic impregnated and concentrated bitumen tablets(1.52 Kg/10 Sqm waste plastic (ie 8% of 19 Kgs) mixed with 1.52 Kg/10 Sqm of Bitumen)

Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm

By Mechanical means (Type-B)

Cost of 4000 sqm = a+b+c+d+e

Rate per sqm

Low porosity

Providing and applying primer coat with Tailor made Cold mix 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

Unit = sqm

Taking output = 1750 sqm

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Machinery

Hydraulic broom @ 1250 sqm per hour

Air compressor 210 cfm

Bitumen emulsion pressure distributor @ 1750 sqm/hour

Water tanker 6 kl capacity 1 trip per hour

c) Material

Cold Mix Bitumen emulsion (CSS-1) @ 0.85 kg per sqm

Water

By Mechanical means (Type-B)

Cost of 1750 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/1750

Providing and applying tack coat with Tailor made cold mix 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

Unit = sqm

Taking output = 1750 sqm

a) Labour

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

b) Machinery

Hydraulic broom @ 1250 sqm per hour

Air compressor 210 cfm

Emulsion pressure distributor @1750 sqm per hour

c) Material

Cold Mix Bitumen emulsion (RS-1) @ 0.275 kg per sqm

Cost of 1750 sqm = (a+b+c+d+e)

Rate per sqm = a+b+c+d+e/1750

Rate per Sqm

20mm thick Open-Graded Premix Carpet using Cold Mix Technology using Mixall

Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thick composed of 13.20 mm to 5.60 mm size machine crushed hard blasted granite chips (Table 500.10 of MORD) using tailor made cold mix binder at the rate of 21.50 kgs per 10 sqm area of road surface over tack coat to required line, level, grade to serve as wearing course on previously prepared base including mixing in a Mixer of 6 to 10 T capacity, trasporting the mixer to point of use and rolloing with three wheeled 8-10 Tonnes capacity power roller and finishing to required level and grades including cost, conveyance, leads and lifts of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specificationsclause 506.2 of MoRD including contractors profit & Over head charges but excluding GST and Seigniorage etc., complete for OGPC

By manual means as per 506.2 of MORD

Unit = sqm

Taking output = 900 sqm (24.3 cum)

Mazdoor (Unskilled)

Mazdoor (semi-Skilled)

Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates as per Table 500.15 of MORD using VG 30 grade bitumen with 8% waste plastic by wet process(waste plastic impregnated and concentrated bitumen tablets) 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 509 MORD' 2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Mixall 6/10 T capacity

Three wheel 80-100 kN static roller

Material

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

Basic rate for 900 Sqm

Basic rate per Sqm

Rate per sqm

Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading as defined with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by manual means with the bitumunous binder using 10 kgs of tailor made Cold Mix Binder for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MORD including contractors profit & Over head charges but excluding GST and Seigniorage etc., complete for seal coat.

Unit = sqm

Taking out put = 1250 Sqm

Labour

Mazdoor (un-skilled)

Mazdoor (semi-skilled)

Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates as per Table 500.15 of MORD using VG 30 grade bitumen with 8% waste plastic by wet process(waste plastic impregnated and concentrated bitumen tablets) 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 509 MORD' 2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Machinery

Mixall 6/10 T capacity

Three wheel 80-100 kN static roller

Materials

Cold Mix Binder @ 21.50 kg per 10 sqm

Crushed stone chipping of 6.7 mm size 100% passing 9.50mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm.

By Mechanical means (Type-B)

Basic rate of Seal coat Type-C for 1250 Sqm

Rate per sqm

WASTE PALSTIC - DRY PROCESS

Shredded Waste plastic

1. OGPC 20mm thick Mechanical means (Using Shredded Waste plastic Dry process) data:

RBR-BASC-14

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.9) either using viscous grade bitumen VG30 grade with 8% waste plastic by Dry process (Shredded waste plastic) at the rate of 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 30-40TPH, laying and rolling with a three wheel 0-100 kN static roller capacity, paver finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C including cost and conveyance of all materials from approved sources, , labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per clause 506 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Bitumen (S-65)

Unit = sqm

Taking output = 4000 sqm (80 cum)

a) Labour

Mazdoor (Unskilled)

Mazdoor (Skilled)

Add Municipal/ Agency Allowance

b) Machinery

HMP 30/40 t per hour

Electric generator set 125 KVA

Front end loader 1 cum bucket capacity

Tipper 5.5 cum - 10 t capacity

Paver finisher

Three wheel 80-100 kN static roller

c) Material

Bitumen (S-65) @ 13.432 kg per 10 sqm

Shredded Waste plastic [1.168 kg/10sqm waste plastic (i.e., 8% of 14.60 kg)]including conveyancy to work site)(Rs 32.00 per Kg+Rs3.90 per Kg per Km= 35.90)

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

Over Heads and contractors profit

Cost of 4000 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/4000

RBR-BASC-17

By Mechanical Means

Unit = sqm

Taking output = 7500 sqm (67.5 cum)

a) Labour

Mazdoor (Unskilled)

By Mechanical means (Type-B)

b) Machinery

Hydraulic self propelled chips spreader

Tipper 5.5 cum capacity

Front end loader 1 cum bucket capacity

Bitumen pressure distributor

Three wheel 80-100 kN static roller

c) Material

Bitumen (S-65) @ 9.016 kg per 10 sqm

Shredded Waste plastic [0.784 kg/10sqm waste plastic (i.e., 8% of 9.80 kg)]including conveyancy to work site)(Rs 32.00 per Kg+Rs3.90 per Kg per Km= 35.90)

Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm

CRRI-BitChem tailor made cold mix Binder

Cost of 7500 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/7500

RBR-BASC-17

Unit = sqm

Taking out put = 7500 Sqm (67.5 cum)

a) Labour

Mazdoor (Unskilled)

By Mechanical means (Type-C)

b) Machinery

Hydraulic self propelled chips spreader

Bitumen pressure distributor

Front end loader 1 cum bucket capacity

Tipper 5.5 cum - 10 t capacity

Three wheel 80-100 kN static roller

c) Material

Bitumen VG30 grade @ 92 % of 6.500 kgs per 10 sqm.

Shredded Waste plastic [0.520 kg/10sqm waste plastic (i.e., 8% of 6.5 kg)]including conveyancy to work site)(Rs 32.00 per Kg+Rs3.90 per Kg per Km= 35.90)

Over Heads and contractors profit

Cost of 7500 sqm = a+b+c+d+e

Rate per sqm = (a+b+c+d+e)/7500

MORTH 403

Construction of Cement treated Granular Base by providing, laying and spreading crushed rock materials ( as per table 400.4 of MoRTH i.e.., using crushed stone materials of 37.5 to 9.50mm @ 32.50%, 9.50 to 4.75mm @5% and 4.75mm to 75 microns @62.50% ) on a prepared sub base by adding 5.5 per cent quantity of cement by weight ( i.e.., at 110 Kgs/Cum of finished qty of item, the mix shall be designed for a minimum laboratory test for 7 days unconfined compressive strength and not less than 3.00 MPa (30 Kg/cm2) ) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the vibratory roller 8-10 Tonnes capacity at OMC to achieve the desired unconfined compressive strengthand to form a layer of Base, as per MORTH specification 403, including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.as per clause 403.2 and Table 400.4 for Cement Treated crushed rock base

Unit = cum

Taking output = 300 cum (600 t)

Quantity of cement is 5.5 per cent of quantity of crushed rock by weight.

a) Labour

Mazdoor (Skilled)

Mazdoor (Unskilled)

Agency area allowence /MAA

b) Machinery

Tractor Mount Grader, (6 wheel - 4 wheel drive) is used in place of motor grader, for grading @ 25 cum per hour

Vibratory roller 8 - 10 tonne

Tractor with rotaor and blade @ 25 cum per hour

Water tanker 6 kl capacity

c) Material

Cement at site @ 5.5 per cent by weight of crushed aggregate (600 tonne)

Grading of material for sub-base course

37.5 mm to 9.5 mm @ 32.5 per cent

9.5 mm to 4.75 mm @ 5 per cent

4.75 mm to 75 micron @ 62.5 per cent

Cost of water

Over heads & Contractor's profit

Rate per cum =(a+b+c+d)/300

Cement Concrete cell fill Pavement

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, and using high density plastic (HDPE) cells consist of 200-220 micron HDPE sheet having cell of size of 150mmx150mm &100mm deep with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork and HDPE plastic cell streighting, threading, string, iron nailing, lacing etc complete as per drawing), spreading the concrete with shovels, rakes, labours compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete cell for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Unit = cum

Taking output = 37.5 cum (86.25 t)

a) Labour

Mason (1st class)

Mason (2nd class)

Mazdoor (Unskilled)

Mazdoor (Skilled)

Surveyor

Mazdoor (Semi-Skilled)

Bhisti

Extra labour for laying, streighting , threding, string, iron nailing, lacing of plastic cell.(20% of labour expenditure)

Agency area allowence /MAA

b)Machinery

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank

Needle vibrator

Screed vibrator

Plate vibrator

Water tanker 6 kl capacity

Air Compressor (1 hour initial + 1 hour final)

c)Material

Crushed stone coarse aggregates, grading will be as per Clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of concrete

Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45 cum/cum of concrete

Cement @ 350 kg/cum of concrete

Plasticizer 0.5 per cent by weight of cement

Curing compound (if used) @ 0.33 litre per sqm

Water for curing

HDPE cells @ 125mm depth

Formwork @ 3% of (a+b+c)

Over heads & Contractor's profit

Cost for 37.5 cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/37.5

Paneled Cement Concrete Pavement (Panel Size 0.75 X 0.75 mts)

Construction of un-reinforced, panneled cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and contraction sawn joint groove (using daimond studded nblades) 3 to 5 mm wide and 1/3rd to 1/4th depth of the slab + or - 5mm or .Thecontraction joint shall be cut as soon as the concrete as under goneinitial hardening and as hard enogh to take up the load of joint swaing machine with out causing damage to the slab. The joint ceilling compound shall not be poured bitumen type having flexibility, resistaance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all leads and lifts and coat and conveyance of all materials for 100 thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Unit = cum

Taking output = 37.5 cum (86.25 t)

a)Labour

Mason (1st class)

Mason (2nd class)

Mazdoor (Unskilled)

Mazdoor (Skilled)

Surveyor

Mazdoor (Semi-Skilled)

Bhisti

Agency area allowence /MAA

b)Machinery

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank

Needle vibrator

Screed vibrator

Plate vibrator

Water tanker 6 kl capacity

Air Compressor (1 hour initial + 1 hour final)

c)Material

Crushed stone coarse aggregates, grading will be as per Clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of concrete

Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45 cum/cum of concrete

Cement @ 350 kg/cum of concrete

Plasticizer 0.5 per cent by weight of cement

Curing compound (if used) @ 0.33 litre per sqm

Water for curing

Bitumen primer @ 26.67ml. Per meter joint for 900 mts. of Joint length.

Bitumenous sealant @ 106.67ml. Per meter joint for 900 mts. of Joint length.

Concrete Groove Cutting Charges for (400+500 =900 mts) (R&B Approved rate)

Formwork @ 3% of (a+b+c)

Over heads & Contractor's profit

Cost for 37.5 cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/37.5

Cement - Flyash Concrete Pavement.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade Ordinary Portland Cement and replacing cement by Fly Ash to the extent of 30% by weight of the cement as per Clause 1502.3.2 of Specification for Rural Roads (First Revision) 2014, M30 (Grade), coarse and fine aggregates conforming to IS : 383, mixing in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, 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 contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Unit = cum

Taking output = 75cum (172.50 t)

Labour

Mason (1st class)

Mason (2nd class)

Mazdoor (unskilled)

Mazdoor(skilled)

Surveyor

Mazdoor (semi-skilled)

Bhisti

Black smith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars

Agency area allowence /MAA

Machinery

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weight batcher and suitable capacity calibrated water tank

Needle vibrator

Screed vibrator

Plate vibrator

Water tanker 6 Kl. Capacity

Air compressor ( 1 hour initial + 1 hour final)

Material

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

Cement @ 270 Kg/cum of concrete

Fly Ash @ 81 Kg/cum of concrete

Polythene sheet 125 micron

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at culvert/bridge slab and at construction joiont including 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @ 3.85 Kg per m = 162 kg.

Bitumen primer @ 200ml. Per joint for 23 joints

Bitumenous sealant 800 ml. Per joint for 23 joints

Jute rope 12mm dia including 5 per cent wastage

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber fillter board of similar material including 5 per cent wastage

Polythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit including 5 per cent wastage

Plasticizer 0.5 per cent by weight of cement BMT H63

Water for Curing

Joint filler board 20mm thick as per IS:1838 - BMT U02

(4x3.75x0.200 = 3 sqm)

Form work @ 3% on (a+b+c)

Cost for 75 cum = a+b+c+d

Over heads & Contractor's profit

Add Labour welfare Cess @ 1%

Sum of (a+b+c+d+e)

Rate per Cum = (a+b+c+d+e)/75

Road datas 10 Nos (Ten numbers) approved

Engineer -in -Chief (PR)

PMGSY,Vijayawada

Data for Soiil Stabilization ( Green Field)/ Full depth reclamation with Cement and additive (stabil Road) as per MoRTH Data (with 2021-22 SoR)

Construction of base with avilable Granular material/soil pulverising, mixing the soil in place with soil stabilizer, with cement and stabil road( as per design mix achieve 7 days UCS of 3.00MPa) using binder spreder machine and additive spreader machine, compactiing with 20T pad foot roller, grading with motor grader and again compacting with road roller at OMC to the desired density to form alayer of BAse as per Technical Specification clause 404 of MoRD 2014

By Mechanical Means

Unit= cum

Taking out put = 300 mm

a) Labour

Skilled mazdoor for alignment and geometrics

Mazdoor

Machinery

Hydralic Excavator

Tipper

10Cum Capacity Lead (5KM)

Loading & un loading charges

Tipper 10Cum Capacity

Soil Stabilizer for mixing and pulverising with 1000m2 per hour

Binder Spreader

Additive Spreader

Vibratory Roller

Motor Grader 3.35 meter blade

20 Ton Pad Foot Roller

Water Tanker 6Kl capacity

Material

Cement at Site 40.00 Kg/sqm

Additive 1.4 Kg/ Sqm

Cost of water including water for curing

Compensation for earth taken from private land

on (a+b+c+d)

Overhead charges

Cost for 300 cum

Rate per Cum 210mm thick

Rate per Sqm

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

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

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

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

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

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

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

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

RBR-SBST-5 I

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 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

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

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

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

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 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

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

Over heads & Contractor's profit

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

RBR-SBST-5 VI

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

Over heads & Contractor's profit

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

RBR-SBST-5 VI

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

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)

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

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

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

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

Jeddy Stone Dry Packing for Aprons and Revetments Section 1300 MORD including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

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

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, but excluding GST and seigniorage etc., complete

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

Construction of toe walls for protection of slopes using dry random rubble masonry as per drawing and technical specifications Clause 1302.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

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

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

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

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

(a) Material

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

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)

b) Machinery

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,

PILE / WELL FOUNDATION DATAS

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Water (Y/N)

Bored cast-in-situ M25 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m, including cost and conveyance of all materials, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

a) Materials

Sub analysis of PCC Grade M25 Design Mix

Case 1 : Using Concrete Mixer

Unit = 1 cum

Taking output = 15 cum

a) Material

Cement

Coarse sand

40 mm Aggregate

20 mm Aggregate

10 mm Aggregate

Admixture

Water

b) Labour

Mason

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

c) Machinery

Concrete mixer (cap. 0.40/0.28 cum)

Generator 33 KVA

Light Crane of 3 tonnes capacity for handling tremie pipe

Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.

cost of 15 cum = a+b+c+d+e

Rate per cum = (a+b+c+d+e)/15

Unit = meter

Taking output = 9 m

PCC Grade M25

Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

b) Machinery( for boring and construction )

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another & Hire and running charges of Bentonite pump

Hire and running charges of light crane for lowering reinforcement cage

Loader I cum bucket capacity.

Tipper 5.5 cum capacity for disposal of muck from pile bore hole

Bentonite

c) Labour

Mate/Supervisor

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Cost for 9 m = a+b+c+d+d+e

Rate per metre (a+b+c+d+e)/9

Unit = meter

Taking output = 10 m

PCC Grade M25

Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

b) Machinery( for boring and construction )

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another & Hire and running charges of Bentonite pump

Hire and running charges of light crane for lowering reinforcement cage

Loader I cum bucket capacity.

Tipper 5.5 cum capacity for disposal of muck from pile bore hole

Bentonite

c) Labour

Mate/Supervisor

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Cost for 10 m = a+b+c+d+d+e

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

Unit = meter

Taking output = 15 m

Sub analysis of PCC Grade M25 Design Mix

Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

b) Machinery( for boring and construction )

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another & Hire and running charges of Bentonite pump

Hire and running charges of light crane for lowering reinforcement cage

Loader I cum bucket capacity.

Tipper 5.5 cum capacity for disposal of muck from pile bore hole

Bentonite

c) Labour

Mate/Supervisor

Mazdoor (Unskilled)

Add Municipal/ Agency Allowance

Over heads & Contractor's profit

Cost for 15 m = a+b+c+d+d+e

Rate per metre (a+b+c+d+e)/15

Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m, including cost and conveyance of all materials, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

a) Materials