Permanent Restoration of Potushai Bridge at Lolab.

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in- Charge. Ordinary Rock

Dewatering of trenches during execution of work incl. diversion of Nallah

Providing and laying of stone soling (Hand Packed) including ramming, dressing and watering and carriage up to site.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level

Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level

Providing and fixing of Elastomeric Bearings over reaction blocks, complete job.

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level

Providing and fixing in position HYSD bar reinforcement of grade Fe-500D conforming to IS 1786 as per technical drawing incl. fabrication, spot welding if required, laying and binding with 18 gauge annealed steel wire, in foundations, abutments, pier, caps, pedastals, return walls, dirt walls, approach slabs, approach walls, etc.

Centering and Shuttering including strutting and propping etc and including removal of same. Foundations, footings, bases of columns etc. for mass concrete.

Centering and Shuttering including strutting and propping etc and including removal of same. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Centering and Shuttering including strutting and propping etc and including removal of same. Columns, pillars, piers, abutments, posts and struts.

Centering and Shuttering including strutting and propping etc and including removal of same. Suspended floors, roofs, landings, balconies and access platforms.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Launcing and de-launching of existing palte girder by way of engagement of hydra of suitable capacity and boom length to carrying to suitable space incluidng taking back to position after wards.

Applying priming coat with ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works

Providing weep holes in 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 face. Complete as per drawing and Technical Specifications.

Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing.

Providing and filling of approved quality bitumen mastic sealant in expansion joints 1 wherever necessary, prepared and applied as directed Including all incidental work complete.

Providing & laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker & laid to required level and slope, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm& at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (considering bitumen using 10.2% as per MORTH specification) 25mm thick

Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of Reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 50mm dia.

Carriage of material by M.T incl. loading/unloading & stacking complete. Sand avg lead 40 km

Carriage of material by M.T incl. loading/unloading & stacking complete. Stone agg. Below 40 mm av lead 20 km

Carriage of material by M.T incl. loading/unloading & stacking complete. Stone agg. Above 40 mm av lead 20 km

DIVERSION: Providing and laying of RBM of size 150mm with proper % of fiinesto fill the voids, spreading in uniform layers of specified thickness and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm

Supplying and stacking at site stone screening of size 13.2 mm nominal size (Type A)

Supplying and stacking at site Moorum

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer- in-charge.

Supply anf Filling of Boulder Stones in Wire Crates including cost of Crates Complete Job.

Carriage of material by M.T incl. loading/unloading & stacking complete. Moorum avg lead 40 km

Carriage of material by M.T incl. loading/unloading & stacking complete. Stone agg. Below 40 mm av lead 10 km

Carriage of material by M.T incl. loading/unloading & stacking complete.Stone agg. Above 40 mm av lead 10 km