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| 1 | Package No AP26PVTLSB024-Construction of High Level Bridge at 5/250 km on Thurubongula to Kilumulu via Karakapalli, Goppugudi in Chinthapalli Mandal of ASR District |
| 2 | Const .of 4V- 10.37 m span Bridge |
| 3 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations------up to 3.00 m height |
| 4 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations------3.00m to 6.00m height |
| 5 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including dewatering, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-----Ordinary rock - SDR (not requiring blasting) including dewatering |
| 6 | 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 |
| 7 | Reinforced cement concrete M25 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 Steel GST and seigniorage etc., complete for Foundation ----- For Footings of Abutments |
| 8 | 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 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- ----- For Footings of Piers |
| 9 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete excluding reinforcement 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 Steel ,GST and seigniorage etc., complete -- ----- For Sub structure of Abutments & Return Walls up to 5.00m Height |
| 10 | 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 1206 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- ----- For Sub structure of Piers upto 5.00m Height |
| 11 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete excluding reinforcement 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 Steel ,GST and seigniorage etc., complete -- -----For Bed Blocks & Dirt Wall |
| 12 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure excluding reinforcement 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) |
| 13 | 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 1211 MORD & 2700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete ----- For Approach Slab |
| 14 | 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 ----- For Approach Slab |
| 15 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- |
| 16 | Construction of R.C.C. railing of M 25 grade (excluding cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), 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 1608 and 1208.3 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 17 | Providing filler joint with 2 mm thick corrugated copper plate, 20 mm thick compressible fiber board and joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight MORD in expansion joint as per drawing and technical specifications Clause 1403.4 MORD/2600 MORTH, but excluding GST etc complete |
| 18 | Supplying, fitting and placing HYSD (Fe500) bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Foundation |
| 19 | 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 |
| 20 | Supplying, fitting, and placing HYSD (Fe 500) 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 |
| 21 | 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 |
| 22 | 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 1302 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 23 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1302 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 24 | Providing and fixing Galvanized Drainage Spouts along with drinage pipes complete as per drawing and Technical specification as per Clause 1404.5 MORD & 2705 MORTH including overhead charges and contractors profit but excluding GST. |
| 25 | 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 |
| 26 | 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. |
| 27 | Providing and laying filter media with Gravel Backing for Revetments as per APSS below Revetment compacted to firm condition complete as per drawing and technical specification Clause 1302 MORD / 2504 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 28 | 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 |
| 29 | Approach Portion |
| 30 | 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, excluding seigneorage charges and GST etc., complete. |
| 31 | 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, excluding seigneorage charges and GST etc. complete. |
| 32 | 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 rota or 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, excluding seigneorage charges and GST etc. complete. |
| 33 | 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 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | 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, excluding seigneorage charges and GST etc. complete. |
| 38 | 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 |
| 39 | Road Furniture |
| 40 | 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 the 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 painting 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. |
| 41 | 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. |
| 42 | 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 finished item of work |
| 43 | 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 finished item of work.-----Triangular board 600mmx600mm |
| 44 | 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 MORTH 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. |
| 45 | 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. |
| 46 | 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. Please Enable Macros to View BoQ information |
