Repairing of damaged dot nala in front of Dr. Ambedkar under ward-49 zone-4

Barricating of damaged portion with bamboos/ballies with ropes and red cloth etc all complete.

Dismantling of flexible pavements anul disporal of dismantled materials upto a lend of 100 m.stocking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mamual Means Bituminous Courses

Earth work in surface excavation by means (Hydraulic mechanical excavator)/manual means foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plan), excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing and sides and ramming of bottoms, lift upto 1.50m including getting out the all kinds of soil

Add extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials. All kinds of soil (from 1.50-3.00Rmt)

Desilting of covered nala in liquid or mud in foul position including lift up to 1.5m etc all complete.

Dewatering of nala by deisel pump including heir charges of pump, pump operator fuel charges cartage of pump at site etc all complete.

Making Bundha By Empty Cement Bags (Gunny Bags) Filled With Local Sand & Tightened Using Sutli And Carriage Up Site Including Etc All Complete

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 (zone-III): 8 graded stone aggregate 40 mm (nominal size)

Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15" landing, bolconies, shelves, chajjas, lintels. bands, plain, window sills, stair cases and spiral stair cases above plinth up to floor five, level excluding the cost of centering. shuttering, finishing and reinforcemen, with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded).

Providing & laying in position specified grade of reinforced cement cocrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 1:1.5:3(1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering. finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-11): 3 graded stone aggregate 20mm nominal size)

Centering & shuttering including strutting propping etc and removal of form work (upto 5th floor), Retaining walls, return walls, walls (any thickness) including attached pilasters, buttersses, plinth and string courses fillets. kerbs, and steps etc

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completeupto plinth level. Thermo mechanically treated bars of grade Fe-500D or more

Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc. required for proper completion of work.

Providing, laying and jointing of 300mm dia R.C.C. NP-2 hume pipe with all charges complete.

Making connection of pipe to the existing manhole/sewer line etc all complete.

Brick on edge floor with class-150 brick laid dry joints filled including preparation of base to proper slop etc all complete.

Supplying and filling in plinth with sand under under floors, including watering, ramming. cosolidating and dressing complete

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (Icement: 3 coarser sand) including making joints with or without grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage. opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment)

Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.

Construction of manhole chamber of 0.60x0.60x0.90m internal size with b/w, plaster, cover. Cl. sheet, labour T&P etc required for proper completion of work

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30Kg/sqm on prepared bituminous surface/granular treated with primer & cleaned with hydraulic broom specification MORT&H clause 503.

Laying Dence Graded Bituminous macadam with 100-120 TPH hot mix plant including an average output 75 tonnes per hour using crushed aggrgates of specified grading premix with bituminous binder @3.40 percent by the weight of grit and filling. transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade. level and alignment and rolled with smooth wheeled vibratory and tandem rollers as per MORTH specification clauses 501.6 and 501.7 to achieve the designed compaction. (Bitumen VG-30)

Providing and laying Bituminous concrete (B.C.) with computrized HMP type hotmix plant producing an average output of 75tonnes per hour crushed aggregates of specified grading premixed with bituminour binder (CRMB-55) @ 5.4 percent of mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment folling with smooth wheeled vibratory and tandem rollers to achievethe desired compaction as per MORTH specification clause no 509 complete in respects.

Disposal of moorum/building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical transport including loading. transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

Add 18 % G.S.T.