Tender For Construction Of Balance Work Of Ramganga River Bridge On Madarpur To Jaitoli Road, Tehsil Shahbad In District Rampur, 1 Foundation 2 Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification in Well Steining M-30 3 Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification in False Stenning M-30 4 Plain Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification in Bottom Plugging M-25 5 Plain Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification IntermediatePlugging M-15 6 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification in WellCap M-30 7 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 8 Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 9 Depth below bed level upto 3.0 M 10 Beyond 3m upto 10m depth 11 Beyond 10m upto 20m 12 Beyond 20m upto 30 m 13 Beyond 30m upto 40 m 14 Negative Sinking 15 Sand filling in wells complete as per drawing and technical specifications. 16 Sub Structure 17 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 18 Pier Grade M-35 19 Abutment column Grade M-35 20 Pier cap Grade M-35 21 Top beam Grade M-35 22 Pedestal Grade M-35 23 Seismic arrester Grade M-35 24 Back wall , wing wall & Parapet Grade M-35 25 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications 26 Super Structure 27 PSC Main Beam Grade M-45 28 RCC in deck slab Grade M-40 29 RCC in cross beam Grade M-40 30 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 including steel. 31 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 32 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications 33 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 34 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 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 manufacturers instructions for installation. 35 Drainage Spouts complete as per drawing and Technical specification 36 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 37 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M-30 38 Crash Barrier Pipe Railing 39 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 40 Approach Road 41 Construction of embankmentwith approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 42 Cemented Sub Base (GSB + 2% Cement (OPC)) by mix in place method.Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications clause 401 43 CementedBase ( 4% Cement (OPC)) by mix in place method.Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast) 44 Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge. 45 Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 46 Providing, laying and rolling of open - graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. 47 Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats. 48 Laying of the Thermo Plastic Paint Strips 49 Metal Beam Crash BarrierType - A, W : Metal Beam Crash BarrierProviding 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 50 6m Span over head cantilver structure with 300 mm dia MS one vertical postSupply, fixing & eraction of built up cantilever structure 6m span comprising of one verticalposts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top & 12 mm M.S. Plate at bottom. The horizontal truss shall comprise of 50 mm dia heavy class M.S. Pipe and 40 mm dia heavy M.S. Pipe as bracing & 10 mm MS plae at bottom for fixing to verticial post as per structure design & drawing with one of steel primer and two coats of synthetic enamel paint. The work includes constructin of RCC foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including earth work in excavation 100 m thick lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast. RCC with and 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearancess and complete. Installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 complete in all respect the rates shall include cost of design fabrication, supply, transportation, local shifting erection of signage structure using crane, inclusive of all taxes etc. all T & P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. 51 Retro reflective signs for both sideProving and fixing retro reflective signboards comprising of customised modular PU Epoxy coated MS angle iron frame work, almunium composite panel (ACP) as base board, mirco prismatic retro-reflective sheet and electro cut coloured overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Spm. and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminium composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminium on both sides. The ACP shall be fixed on the MS frame with pop riveting of with self taping SS screws 5mm dis spaced not more than 300 mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM : D 4956-09 shall be pressure fixed. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installlation and incidentals all complete as per direction fo the Engineer-in-charge.=6.10 x 1.80 x 2 52 Reflective Raised Pavement Mrakers(Road Studs/ Cay Eye) 53 Additional Approach Road 54 Earth work in cutting or in Embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5 m in depth and earthwork in embankment to be in 20 cm layers, including, ramming and dessing the surface to required levels, & slopes & also including 1.50 m lift & 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the engineer-in-charge. 55 Cemented Sub Base (GSB + 2% Cement (OPC)) by mix in place method.Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications clause 401 56 CementedBase ( 4% Cement (OPC)) by mix in place method.Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast) 57 Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge. 58 Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 59 Providing, laying and rolling of Open - Graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. 60 Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats. 61 Protection Work 62 Providing and laying Bolder Apron without wire crat laid over prepared filter media including boulder apran laid dry complete as per drawing and Technical specification 63 Providing and laying Filter Material underneath pitching in slopes complete as per drawing and technical specification clause 1302 64 Providing and laying pitching on slopes over prepaid Filter Media as per drawing & technical specification clause 1302 65 Providing and laying R.C.C. ChuteDrain 66 Construction of K.C. Drain
