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| 1 | Package No.AP16 P III LSB 01-Construction of HLB across Paleru River at km 6/0 to 6/4 on T05-Km 28 Oollapalem Vemulapadu road to VKK road via Muppalla in Ponnaluru Mandal of Prakasam District, Est Cost Rs.2783.50+Rs.69.60 Lakhs for Routine Maintenance. |
| 2 | Construction of Bridge :-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, excluding GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth including dewatering For Bridge of beam and slab type. |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification 1205.3 of MORD and 1204, 1900 MORTH including overhead charges & Contractors profit but excluding GST etc, complete. For Bridge of beam and slab type. 2 No's of MS angles Abutment (100mmx100mmx12mm + 1 No. 200mm x 10mm plate ( 2*17.7+15.7=51.10 Kg) Pier (100mmx100mmx10mm + 1 No. 200mm x 10mm plate ( 2*14.9+15.7=45.5 Kg) |
| 4 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1205 MORTH, including overhead charges & Contractors profit, but excluding GST and seigniorage etc., complete For Well Curb. For Bridge of beam and slab type. |
| 5 | Sinking of 7.00 m external diameter well (other than pneumatic method of sinking ) through sandy soils, complete as per drawing and technical specifications 1205.7 of MORD and 1207 MORTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Depth below bed level upto 3.0 M For Bridge of beam and slab type. |
| 6 | Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 3m upto 10m depth For Bridge of beam and slab type. |
| 7 | Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 10m upto 11m depth For Bridge of beam and slab type. |
| 8 | Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 11m upto 12m depth For Bridge of beam and slab type. |
| 9 | Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 12m upto 13m depth For Bridge of beam and slab type. |
| 10 | Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 13m upto 14m depth For Bridge of beam and slab type. |
| 11 | Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 14m upto 15m depth For Bridge of beam and slab type. |
| 12 | Sinking of 9.00 m external diameter well (other than pneumatic method of sinking ) through sandy soils, complete as per drawing and technical specifications 1205.7 of MORD and 1207 MORTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Depth below bed level upto 3.0 M For Bridge of beam and slab type. |
| 13 | Sinking of 9.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 3m upto 10m depth For Bridge of beam and slab type. |
| 14 | Sinking of 9.00 m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 10m upto 11m depth For Bridge of beam and slab type. |
| 15 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1206 MORTH ,including overhead charges & Contractors profit, but excluding Cost of Steel,GST and seigniorage etc., complete For Well steining For Bridge of beam and slab type. |
| 16 | Plain cement concrete M20 grade (Design Mix) using 40, 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1208 MORTH ,including overhead charges & Contractors profit,but excluding GST and seigniorage etc., complete For Bottom Plug For Bridge of beam and slab type. |
| 17 | Sand Filling in Wells complete as per Drawing and Technical Specifications 1205.11 MORD & 1207 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. For Bridge of beam and slab type. |
| 18 | Plain cement concrete M 15 grade Design mix 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 1205 MORD and 1500, 1700 & 1210 MORTH, including overhead charges & Contractors profit, but excluding GST and seigniorage etc., complete - For Top Plug For Bridge of beam and slab type. |
| 19 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1211 MORTH, including overhead charges & Contractors profit, but excluding Cost of Steel, GST and seigniorage etc., complete For Well Cap For Bridge of beam and slab type. |
| 20 | Reinforced cement concrete M30 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 Cost of Steel, GST and seigniorage etc., complete (upto 5m height).- for Abutments & Piers,Bed Blocks/ Backing walls, Fly wings/ Screen walls, For Bridge of beam and slab type. |
| 21 | Providing and laying reinforced cement concrete M30 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 Cost of Steel, GST and seigniorage etc., complete upto 5m height. - For Super Structure (Girder beams & Deck slab) For Bridge of beam and slab type. |
| 22 | Supplying, fitting and placing HYSD bar (FE 500) reinforcement in foundation complete as per drawings and technical specifications Clauses 1001 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete. For Bridge of beam and slab type.---\\" For Foundations |
| 23 | 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 Bridge of beam and slab type.---\\" For Suib Structure & Crash Barriers |
| 24 | Supplying, fitting, and placing HYSD bar (FE 500) 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 Bridge of beam and slab type.---\\" For Super Structure |
| 25 | 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, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For Bridge of beam and slab type. |
| 26 | P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal (HBG) mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1404.4 MORD & 2700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For Bridge of beam and slab type. |
| 27 | 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 1404.4 MORD / 1500, 1600, 1700 & 2704 MORTH, including contractors profit & Over head charges, but excluding Cost of Steel, GST and seigniorage etc., complete. For Bridge of beam and slab type. |
| 28 | 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 For Bridge of beam and slab type. |
| 29 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified excluding cost of steel , GST and seignorage charges etc complete |
| 30 | 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 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. For Bridge of beam and slab type. |
| 31 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. For Bridge of beam and slab type. |
| 32 | Providing and fixing Galvanized Drainage Spouts along with drinage pipes complete as per drawing and Technical specification as per Clause 1209 MORD & 2705 MORTH including overhead charges and contractors profit but excluding GST. |
| 33 | 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. at Quadrants near abutments For Bridge of beam and slab type. |
| 34 | Gravel Backing for Revetments as per 1302 of MORD including cost and conveyance of all materials and all labour charges and contractors profit & Over head charges, but excluding GST and seigniorage etc., completeat Quadrants near abutments For Bridge of beam and slab type. |
| 35 | 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 at Quadrants near abutments For Bridge of beam and slab type. |
| 36 | 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 1701 MORD. including contractors profit & Over head charges, but excluding GST etc., complete For Bridge of beam and slab type. |
| 37 | Construction of Retaining 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, excluding GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth including dewatering. |
| 38 | 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 |
| 39 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations excluding reinforcement 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 Cost of Steel, GST and seigniorage etc., complete for foundations |
| 40 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure excluding reinforcement 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) side walls of retaining walls |
| 41 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure excluding reinforcement 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 ( 5 to 10m height) |
| 42 | Supplying, fitting and placing HYSD bar Fe 500 reinforcement in foundation complete as per drawings and technical specifications Clauses 1001 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Foundation |
| 43 | 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 |
| 44 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 45 | 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 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 46 | Providing Mastic Pad 25.40mm Thick including cost and supply of mastic pad and labour chrges for fixing in position including over heads and contractors profit but excluding GST etc. Complete |
| 47 | Road Portion (Approaches) Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 48 | Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.9 of MORD ,including contractors profit & Over head charges, but excluding GST etc., complete. |
| 49 | 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. |
| 50 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, VAT and Seigneorage etc. complete. |
| 51 | 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 |
| 52 | Providing and applying prime 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 |
| 53 | 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 |
| 54 | 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 500.11 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 55 | Road Furniture :-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 |
| 56 | 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 finished item of work. |
| 57 | 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 |
| 58 | 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 Please Enable Macros to View BoQ information |
