|
| 1 | PROVIDING AND SUPPLYING OF PLASTIC BALTI/DUST BIN HAVING MINIMUM CAPACITY OF 20 LITRE OTHER SPECIFICATION AS PER DIRECTI |
| 2 | PROVIDING AND SUPPLYING OF PLASTIC MUGS HAVING MINIMUM CAPACITY OF 1 LITRE OTHER SPECIFICATION AS PER DIRECTION OF ENGIN |
| 3 | PROVIDING AND SUPPLYING OF WOOLLEN TOWEL OF SIZE 2FT X 1FT OTHER SPECIFICATION AS PER DIRECTION OF ENGINEER IN CHARGE. |
| 4 | PROVIDING AND SUPPLYING OF MIRROR OF MINIMUM SIZE 60CM X 60CM INCLUDING ALLUMINIUM FIXING OTHER SPECIFICATION AS PER DI |
| 5 | PROVIDING AND SUPPLYING OF STEEL HANGER HAVING MINIMUM 4 HOOKS OTHER SPECIFICATION AS PER DIRECTION OF ENGINEER IN CHARG |
| 6 | PROVIDING AND SUPPLYING OF WOOLLEN/RUBBER DOORMATE HAVING MINIMUM SIZE OF 60 CM X 40CM OTHER SPECIFICATION AS PER DIRECT |
| 7 | PROVIDING AND SUPPLYING OF HANDWASH DETTOL OR EQUIVALENT OF 200 ML. |
| 8 | PROVIDING AND SUPPLYING OF AIR FRESHNER BLOCKS OF ODONIL OR EQUIVALENT OF 100 GMS. |
| 9 | SUPPLYING AND INSTALLING AT ALL FLOOR LEVELS RCC WATER STORAGE TANK HAVING MINIMUM CAPACITY OF 650 LITERS INCLUDING NECE |
| 10 | PROVIDING AND FIXING PLASTIC PUSH COCK OF REQUIRED SIZE MAKE OF GOOD COMPANY LIKE PEARL OR EQUIVALENT. CRACK RESISTANCE |
| 11 | PROVIDING AND FIXING STEEL WIRE MESH MOSQUITO NET FIXING WITH ALUMINIUM FRAME OF REQUIRED SIZE ALL COMPLETE INCLUDING AL |
| 12 | STAINLESS STEEL FOR RAILING WORK DESIGN AND SIZE AS DIRECTED BY ENGG IN CHARGE. |
| 13 | KUNEN GOLI PACKET |
| 14 | RUBBER/ SEMI PLASTIC MAT FOR LAYING OVER RAMP TO PROTECT FROM SLIPPING. |
| 15 | WHITE STRECHABLE PIPES USED BELOW URINAL BASIN |
| 16 | ANY ACTIVITY UNFORSEEN 5% PAYMENT AS PER ATTACHED BILLS. |
| 17 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. |
| 18 | Providing and fixing white vitreous china water closet squatting pan (Indian type) P or S trap, complete including cutting and making good the walls and floors wherever required : Orissa pattern W.C. pan of size 580x440 mm |
| 19 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :White solid plastic seat with lid |
| 20 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. |
| 21 | Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. - 20 m long |
| 22 | Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.8mm thick (mirror polished and machine cut dge) Granite stone of any colour and shade |
| 23 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (6 to 7mm thick) of approved make in all colours, shades of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) andjointing with grey cement slurry including pointing in white cement mixed with pigment of matching shade complete. |
| 24 | Structural steel work riveted, bolted or welded 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: |
| 25 | Brick work will well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in foundation and plinth In cm 1:6. |
| 26 | 15 mm cement plaster on rough side of ingle or half brick wall of mix 1:6 (1 cement: 6 sand) |
| 27 | Kota stone 25mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of 1:4 cement mortar (1 cement : 4 course sand) (minimum size of kota stone 2.0 sqft) |
| 28 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens (Karries and battens to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab (40 to 50mm thick) |
| 29 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approvedsteel primer but excluding a coat of mordant solution. |
| 30 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plane and brass threaded fitting i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. 15 mm nominal outer dia .Pipes. |
| 31 | Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary ittings etc. complete. Excavation to be paid seperataly 110 mm diameter OD |
| 32 | Steel work in built up M.S. tubular section (round, square or rectangular Hollow tube etc.) trusses/frame work etc./ railing work etc. including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete Hot finished welded type tubes. |
| 33 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nom nal Mix) with 20 mm maximum size of stone aggregate |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 36 | Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra |
| 37 | Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete.Crusher Stone Dust |
| 38 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. |
| 39 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete. |
| 40 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be rovided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete Thermo Mechanically Treated bars. (Fe 500 D or more) |
| 41 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (8mm to 10mm thick) of 1st quality conforming to IS : 15622 of approved make in and colours laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 42 | Chequered terrazo tiles 18-20mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Dark shade using ordinary cement. |
| 43 | Excavation for roadway in soil by manual means including loading in tippers and isposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300. |
| 44 | Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction by vibratory roller/ heavy pneumatic type roller and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/bituminous road surface vide clause 305.6. |
| 45 | Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with40 mm graded crushed stone aggregate, spreading the concrete byshovels mixing shall be in mechanical mixer, compacting by use ofpin/plate/screed vibrators including form work by strong steel girders fixedby spikes. |
| 46 | Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) |
| 47 | Providingandplacingonterraceatallfloorpryethylenewaterstoragetank ISI:12701markedwithcoverandsuitableloc ingarrangementand makingnecessaryholesforinlet,outletand verflowpipesbutwithout fittings and the base support for tank. Please Enable Macros to View BoQ information |