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| 1 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc completeincluding disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) asin roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 3 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital orsimilarpattern roof coverings complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 4 | Taking down chowkhats or frames n.exc 1.5 sqm each (without taking off shutter from the frame)and removing from the site including dismantling brick work of hold fasts complete all as specified and directed by Engineer-in-Charge. |
| 5 | Taking down chowkhats or frames exc 1.5 sqm but n.exc 4 sqm each(without taking off shutter from the frame)and removing from the site including dismantling brick work of hold fasts etc complete all as specified and directed by Engineer-in-Charge. |
| 6 | Demolition of Cement concreteunreinforced as in Ground Floor andpaving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 7 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. |
| 8 | Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 9 | Dismantling existing waterproofing treatment on roofs includingdisposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 10 | Demolition ofMud phuska in roofs, any thickness,including plastering and leeping (whether full thickness removed or only a part thereof) in any position including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 11 | Dismantling of fencing wire mesh,expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 12 | Dismantling posts or struts embedded in concrete, brick work, masonry, etc. (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbedground etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 13 | Hardcore of Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge. |
| 14 | 75 mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade \"A\" complete, all as specified and directed by Engineer-in-Charge. |
| 15 | Forming Contraction (Dummy) joints 25mm deep x 10mm wide, filled with sealing compound Grade A complete all as specified and directed by Engineer-in-Charge. |
| 16 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 17 | Use & waste of Formwork toto soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engineer-in-Charge. |
| 18 | TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 19 | TMT steel bars 5mm dia and over upto and including 10mm dia ,of grade Fe-500D cut to length, bent to shape required, including cranking, bending stirrups spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in strirrups , spacers and binders complete all as specified and directed by Engineer-in-Charge |
| 20 | Material & labour for chequeredcement concrete coloured tiles 20cm x 20cm x 25mm thick,with grey cement and pigment, jointed and pointed in neat cement slurry in floorlaid over andincluding 15mm thick Screed bed in cement mortar (1:4) complete all as specified and directed. |
| 21 | 60mm thick non skid prepolished machine pressed precast concrete ( M-35 grade) interlocking paver block manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, with grey cement and pigment(Yellow & red) any shape and size confirming to IS 15658-2006 laid over and including 50 mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed. |
| 22 | Plain cement concrete1:2:4 type B-1using 20mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, coping,bed plates rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 23 | Plain cement concrete (1:2:4), type B-2, using 40 mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base, complete, all as specified and directed. |
| 24 | 75 mm thick Cement concrete (1:4:8) type D-2,using 40 mm graded mechanically crushed stone aggregateas in sub base of floor,path,floor,hardstandingcomplete all as specified and directed by Engineer-in-Charge. |
| 25 | Rendering 10 mm thick in cement mortar 1:3as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etccomplete all as specified and directed by Engineer-in-Charge. |
| 26 | Rendering 15 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement in patches complete all as specified and directed by Engineer-in-Charge. |
| 27 | Supply only liquid water proofing compound ISI Marked complete all as specified and directed. |
| 28 | Preparation of new plastered surfaces of wall and applyingthree coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 29 | Preparation of new plastered surfaces of Ceiling and applyingthree coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 30 | Factory madebox type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, holdfasts.( Fixed type ) dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4(ii)Mode of measurement Unit will befor the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items. |
| 31 | Preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applyingtwo coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 32 | Preparation of old or previously treated steel and iron surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Sheet glass 4.0 mm thick, ordinary quality and glazing with silicon sealant & spring glazing clipsusing Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mmfixed with stainless steel wire staplescomplete all as specified and directed by Engineer-in-Charge. |
| 35 | Factory made Pressed steel frames, confirming to IS, having profile105 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and fixing only 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 36 | 35 mm thick factory made Plain, framed, panelled shutters of 2nd class Hardwood (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkat complete all as specified and directed by Engineer-in-Charge. |
| 37 | Preparation of new or previously untreated wooden surface of any description not otherwise described over 10cm width or girth and applyingtwo coat of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 38 | Supply and fixingof mild steel butt hinges 100 mm long Heavy weight cold rolled fixed with stainless steel screws orwelding to existingMS frames complete ,all as specified and as directed by Engr-in-charge. |
| 39 | S&F 150 mm mild steel pressed handles, oval type, stove enamelled black completed all as specified. |
| 40 | Aluminium anodised,barrel tower bolts of extruded section with length of bolt 150 mm and dia of bolt not less than 10 mm,ISI markedcomplete all as specified and directed by Engineer-in-Charge |
| 41 | 300 mm long,Aluminium alloy, anodised,sliding door bolt with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed bolt not less than 16mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer in Charge. |
| 42 | Machine cut Kota stone slab flooring 22-25 mm thick,SIZE 55 CM x 55 cm laid over & including 20 mm thick screed bed in cement mortar 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 43 | Machine cut Kota stone slab22-25 mm thick as in skirting,steps, dado and pillars etc , laid over & including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 44 | 25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mmgraded mechanically crushed stone aggregateas in levelling concrete etc. complete all as specified and directed by Engineer-in-Charge. |
| 45 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, builtin cement mortar 1:6 in retaining walls,abutments and similar works complete all as specified and directed by Engineer-in-Charge. |
| 46 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, builtin cement mortar 1:6 in retaining walls,abutments and similar works except stones complete all as specified and directed by Engineer-in-Charge. |
| 47 | Plain cement concrete1:3:6 type C-1using 20mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts,coping,bed plates,cills, rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 48 | Plain cement concrete1:3:6 type C-2using 40 mm graded crushed stone aggregate as in surface channels ,drains,paver block end locking ,benching rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface and forming the finished drain using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 49 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tracement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by Engineer-in-Charge. |
| 50 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directedby Engr-in-charge.Colour to be decided by GE |
| 51 | Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directedby Engr-in-charge.Colour to be decided by GE |
| 52 | Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to Fe-410 (Gde E-250) complete all asas specified and directed by Engineer-in-Charge. |
| 53 | Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framedbalusters; walk ways; railings; Framework of water tanks and similar work conforming to Fe.290.Gde-E-165complete all asas specified and directed by Engineer-in-Charge. |
| 54 | Framed workas in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or slidingwith and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe-410 (Gde E-250) complete all asas specified and directed by Engineer-in-Charge. |
| 55 | Providing and injecting chemical emulsion for Post ConstructionalAntitermite Treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres per sq.m of the vertical surface of the sub-structure to a depth of 300mm including excavating channel along the wall and rodding etc complete,all as specified and directed by Engineer –in-Charge |
| 56 | Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete,all as specified and directed by Engineer –in-Charge . |
| 57 | Taking down,Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S.angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge |
| 58 | Supply and fixing in repair retro reflective informatory sign board 60cmX90cm (rectangular shape) as per IRC 67 made out of high intnsity reflective grade sheeting fixed over aluminium sheeting 1.5mm framed with 25mm stainless steel sqare tube supported on stainless steel 40mm dia pipe 3.0m length incl 0.5m embede in PCC 1:2:4 type B-2 using 40mm graded stone aggregate. The size of foundation shall be 45X45X60cm.Note :- The stainless steel shall be SS 304 Gde. |
| 59 | Reinforced cement concrete (nominal mix) in:- TypeB0 1:2:4 (12.5mm graded aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 60 | Rendering 20 mm thick in cement mortar 1:4, on stone masonary surfaces or surfaces other than fair faces of brick or concrete surfaces imixed with water proofing compound , trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.NOTE: Water proofing compound shall be measured and paid separately. |
| 61 | Water proofing roof treatment/Sunken treatment using APP polymeric water proofing membrane minimum 3 mm thick and weighting not less than 3.6 Kg/Sqmblack finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet,applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealingall as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfacesetc. with water including flashings and junction of parapets etc complete all as specified and directed. |
| 62 | Preparation of newexternal surfaces of wallsbrooming down,applying two coats ofcement based paint white or tinted over a coat of primer including properly filling the cracks with putty, etc complete all as specified and directed by Engineer-in-Charge. |
| 63 | Preparation of oldexternal surfaces of wallsbrooming down,applying two coats ofcement based paint white or tinted including properly filling the cracks with putty, etc complete all as specified and directed by Engineer-in-Charge. |
| 64 | 110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorscomplete all as specified and directed by Engineer-in-Charge. |
| 65 | Use & waste of formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge |
| 66 | Supply and fixing chain link fencing of mesh size 50 mm x 50 mm with dia of wire 4 mm including line wires, rails, straining bolts, etc including provission of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 67 | Galvanised. 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete, all as specified and directed by Engineer-in-Charge. |
| 68 | Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete, all as specified and directed by Engineer-in-Charge. |
| 69 | Supply and install testing and commisioning hi wall 1.5 TR Split units indoor/outdoor complete with cordless remote control unit and with cooling and heating function, in built air ioniser and plasma filter for better indoor air quality with minimum 3 star rating and EER 3.2 of electic driven single phase, AC 230 Volts, 50 HZ including fixing accessories like wall mountted with indoor unit, out door unit (condencing) to be installed on 25mmX25mmX3mm angle iron frame/ suitable size of bracket dulypainted complete in all respect including copper wound compressor, copper refrigerent pipe suction & discharge line of standard size as required duly insulated condensate water outlet pipe and 3 core copper wire of required length between stabilized & indoor/outdoor units complete all as specified and directed by Engr-in- Charge. |
| 70 | Supply and fixing of Voltage stabilizer for automatic operation, single pase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of + 2.5% and of capacity 5KVA including high/low voltage cut out and time delay including mounting arrangements on wall and making good surface as original by plastering and whitewash/ colour/ distemper etc complete all as directed. |
| 71 | Sub main wiring using approved colour coding as per ISwith two runs of 4 sqmm PVC insulated, unsheathed cable FRLSH,flame retardant low smoke and low halogen 1100 volts grade , ISI marked with multistranded copper conductor with one run of 4 sqmm (green colour) PVC insulated, unsheathed cable FRLSH,flame retardant low smoke and low halogen 1100 volts grade , ISI marked with multistranded copper conductor as earth wire connected to common earth dolly with thimbles, drawing into & including PVC Concealed conduit ISI marked with all accessories onwallsand making good of disturbed surfaces including all conduit fittings, clamps, gutties etc all as specified and directed.Note: (i) Three runs ( main ) of4.00 sqmm cable together withconduit shall be considered as 1 running meter for payment purpose. |
| 72 | Supply and Fix MCB protected socket (Modular AC box) 4 Module plastic box with 25 A power unit complete all as directed and specified. |
| 73 | Mild Steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling,boltingor riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all asas specified and directed by Engineer-in-Charge. |
| 74 | Supply and Fix Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but not exc 10cm long with dia of shanks 5 to 10 mm conforming to Fe-290 (Gde E-165) complete all asas specified and directed by Engineer-in-Charge. |
| 75 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. complete all as specified and directed. |
| 76 | Note: For the purpose of arriving at Net contract sum amount, the amount of credit schedule i.e Sch \"A\" section II (i.e Rs 66530.00 shall be deducted from the total amount arrived. |
| 77 | Total of Schedule \"A\" Rs. |
