Package No. AP05XILB05-High Level Bridge across Chandravankavagu on road from Sarivella to Venkatarampuram at 0 by 480KM of Chinturu Mandal. Est.Rs.265.00/136.00 lakhs Balance Works in 4th call.

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

Construction of Granular Sub base by providing well graded meterial (i.e 9.5 mm to 4.75 mm size Gravel of 66% and crusher dust of size < 2.36mm @ 34% ) having soaked CBR not less than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for pre measurements and mixing them and spreading the same with Tractor grader in uniform layers of loose thickness of not more than 225mm including mixing by mix in place method with rotavator and compacting at OMC with Vibratory roller 8 to 10 Tonnes capacity to achieve the desired density, complete as per IRC technical specification clause 402 (3) (iii) of 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, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.

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

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

Providing and fixing of Citizen information board as per MoRD specifications and drawings consists of two boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness and 900/750mm size fixed on a frame of 25x25x5mm thick MS angle alround edges and 25x5mm thick MS flats in the middle welded to 75 x 5 mm size MS Flat plates on back and welded to 75x75x6mm MS square hallow sections of length 3.05m welded with 300x300x5mm MS Base plate at bottom duly embedded in cement concrete M20 grade of size 600x600x750 mm, 750mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 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 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm 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

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

Const of balance portion of 5V- 10.74m span 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, but excluding GST etc., complete- For Foundations up to 3.00m

Earth work in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD .including contractors profit & Over head charges but excluding Seigonarage charges & GST. Below Water level 3.00 to 6.00 mts.

Providing concrete for plain concrete M10 in open foundtions using 40mm size Graded Hard stone aggregate, 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 footings for levelling course under raft

Plain cement concrete M20 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, but excluding GST and seigniorage etc., complete for footings

Plain cement concrete M20 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, but excluding GST and seigniorage etc., complete (upto 5m height)

Plain cement concrete M20 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, but excluding GST and seigniorage etc., complete (upto 5m to 10m height)

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 10m height)

Providing and laying reinforced concrete M 25 grade ( Design Mix) in open foundations using 20 and 10 mm nominal sige HBG metal mechanically mixed, placed in and foundation and compacted by vibrating 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 Seigonarage charges GST & cost of steel for Deck slab

Providing weep holes in bri

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

P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD including overhead charges & Contractors profit but excluding GST and seignioragefor under approaches slab

ck 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

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH, including contractors profit & Over head charges but excluding Seigonarage charges & GST

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 Seigonarage charges & GST

Providing and laying of filter medial with granular materials/ stone crushed aggegaes satisfyg the requirements laid down in clause 2504.2.2 of MORTH Specifications to a thicness of not lessthan 600mm siwht smaller size towards the soiland bigger size towards the wall andprovide over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firmcondition complete as pser drawing and Technical Specififcations and as per MORTH & Specification Nos,. 2200 and Cl.. 710.1 including contractors profit & Over head charges but excluding Seigonarage charges & GST

Drainage spouts complete as per drawing and technical specifications clause 1209 including all over heads , and Contractors profit and seinorage charges Excluding GST.

Supplying and fixinf of Mastic pads 25.40 mm thick at wingwalls joints, wing wall raft joints, deck slab joints at pier and abutments and railing joints including contractors profit & Over head charges but excluding Seigonarage charges & GST

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