Strengthening and protective repair work of Ramjhula Bridge(Span -220.40 m) located at Muni Ki Reti under Narendra Nagar Constituency , District Tehri Garhwal under State Sector Plan.

Amount

Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-250 confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, and two coat of paint of approved quality & color By the department and also including all type of T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts.

Erection of Steel Truss (Girder) Bridge (up to 60m span) parts as per drawing including Fixing of Achor Rod, Achor Plate, Cable Clamp, Turnbukle, open Spletor socket Stiffner girder cross Girder, Suspenders, Logitudonal Girder, Wind Tie & HSFG Bolt etc. with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-in-charge.

Dismantling Steel Work in all Types of Sections up to a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. Including dismembering

Cartage for disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres, Steel work in all types of sections Including Loading and Unloading by Manual Means and stacking as per direction of engineer in charge.

Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrate, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Excluding Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.FIXED BEARING ( 10.00 Tonne)

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Excluding Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. FREE BEARING POT-PTFE ( 10.00 Tonne)

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Excluding Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. LONGITUDINAL GUIDED BEARING ( 10.00 Tonne)

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Excluding Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. TRANSVERSE GUIDED BEARING ( 10.00 Tonne)

Supply of 16mm dia high friction grip bolts nut and washers confirming to the latest IS Code including all labour, material, T&P etc. required for proper completion of the work. 16mm dia & 65mm Long 10.9 grade

Supply of 16mm dia high friction grip bolts nut and washers confirming to the latest IS Code including all labour, material, T&P etc. required for proper completion of the work.(Cost for each) 16mm dia & 265mm Long 10.9 grade

Supply, cartage up to site and fixing of 25mm Dia fully galvanized and Plasticated spiral stand wire rope of 1570 MPa tensile grade Pre streched wire rope construction 1x37 lay of USHA MARTIN make including all testing and taxes etc.complete as per IS:9282-2002 (Manufacturing License), IS 6594-2002, IS:1835-1997. including Socketing and TURN buckle

S1 ( length = 22.87 m)

S2 ( length = 22.29 m)

S3 ( length = 21.74 m)

S4 ( length = 21.179 m)

S5 ( length = 20.599 m)

S6 ( length = 20.055 m)

S7 ( length = 19.499 m)

S8 ( length = 19.006 m)

S9 ( length = 18.485 m)

S10 ( length = 17.972 m)

S11 ( length = 17.468 m)

S12 ( length = 16.972 m)

S13 ( length = 16.484 m)

S14 ( length = 16.005 m)

S15 ( length = 15.534 m)

S16 ( length = 15.073 m)

S17 ( length = 14.618 m)

S18 ( length = 14.146 m)

S19 ( length = 13.735 m)

S20 ( length = 13.306 m)

S21 ( length = 12.886 m)

S22 ( length = 12.473 m)

S23 ( length = 12.069 m)

S24 ( length = 11.673 m)

S25 ( length = 11.280 m)

S26 ( length = 10.900 m)

S27 ( length = 10.529 m)

S28 ( length = 10.165 m)

S29 ( length = 9.810 m)

S30 ( length = 9.463 m)

S31 ( length = 9.125 m)

S32 ( length = 8.794 m)

S33 ( length = 8.471 m)

S34 ( length = 8.157 m)

S35 ( length = 7.851 m)

S36 ( length = 7.568 m)

S37 ( length = 7.262 m)

S38 ( length = 6.963 m)

S39 ( length = 6.706 m)

S40 ( length = 6.439 m)

S41 ( length = 6.181 m)

S42 ( length = 5.931 m)

S43 ( length = 5.689 m)

S44 ( length = 5.455 m)

S45 ( length = 5.229 m)

S46 ( length = 5.011 m)

S47 ( length = 4.771 m)

S48 ( length = 4.598 m)

S49 ( length = 4.404 m)

S50 ( length = 4.218 m)

S51 ( length = 4.039 m)

S52 ( length = 3.869 m)

S53 ( length = 3.706 m)

S54 ( length = 3.522 m)

S55 ( length = 3.405 m)

S56 ( length = 3.270 m)

S57 ( length = 3.142 m)

S58 ( length = 3.021 m)

S59 ( length = 2.907 m)

S60 ( length = 2.802 m)

S61 ( length = 2.705 m)

S62 ( length = 2.635 m)

S63 ( length = 2.551 m)

S64 ( length = 2.475 m)

S65 ( length = 2.409 m)

S66 ( length = 2.349 m)

S67 ( length = 2.285 m)

S68 ( length = 2.216 m)

S69 ( length = 2.180 m)

S70 ( length = 2.173 m)

S71 ( length = 2.155 m)

S72 ( length = 2.142 m)

S73 ( length = 2.102 m)

Supply and cartage up to site of 16mm Dia fully galvanized spiral strand of 1570 MPa tensile grade Pre streched wire rope construction 1x19 lay of USHA MARTIN make including all testing and taxes etc.complete as per IS:9282-2002 (Manufacturing License), IS 6594-2002, IS:1835-1997. (cost for each) 16mm dia spiral stand plasticated wire rope

WS1 ( length = 13.946 m)

WS2 ( length = 13.251 m)

WS3 ( length = 12.574 m)

WS4 ( length = 11.917 m)

WS5 ( length = 11.281 m)

WS6 ( length = 10.666 m)

WS7 ( length = 10.071 m)

WS8 ( length = 9.496 m)

WS9 ( length = 8.943 m)

WS10 ( length = 8.112 m)

WS11 ( length = 7.891 m)

WS12 ( length = 7.401 m)

WS13 ( length = 6.932 m)

WS14 ( length = 6.480 m)

WS15 ( length = 6.048 m)

WS16 ( length = 5.636 m)

WS17 ( length = 5.244 m)

WS18 ( length = 4.872 m)

WS19 ( length = 4.521 m)

WS20 ( length = 4.188 m)

WS21 ( length = 3.877 m)

WS22 ( length = 3.585 m)

WS23 ( length = 3.313 m)

WS24 ( length = 3.060 m)

WS25 ( length = 2.828 m)

WS26 ( length = 2.616 m)

WS27 ( length = 2.423 m)

WS28 ( length = 2.250 m)

WS29 ( length = 2.097 m)

WS30 ( length = 1.963 m)

WS31 ( length = 1.848 m)

WS32 ( length = 1.754 m)

WS33 ( length = 1.677 m)

WS34 ( length = 1.621 m)

WS35 ( length = 1.583 m)

WS36 ( length = 1.564m)

Supply and cartage up to site of EYE AND JAW TURN BUCKLE including Anchor Rod, Nut & Lock Nut etc. for 25mm/29mm dia Suspender made of E-300 Grade steel, 16mm thick plate hot dip galvanized as per drawing including all taxes etc Complete confirming to IS:2062-2006

Excavation for Structures 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.Ordinary rock (not requiring blasting) Upto 3 m depth

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Earth filling (For marshy soil)

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 using batching plant & manual placing

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 using batching plant & manual placing

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm)

Bored cast-in-situ M10 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm)

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.

Painting on concrete surface (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 Sq.m. )

Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

M/s Agarwal Brothers (BID ID -405035)