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| 1 | Taking down cement plaster on brick or stone walls or concrete surfaces, etc. including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-charges. |
| 2 | Material and labour for 10mm thick rendering in CM 1:3 on concrete surface as in ceiling and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 3 | Material and labour for 10mm thick rendering in in CM 1:4 with WPC on brick masonry/concrete surfaces and finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.Note : WPC shall be measured and paid seprately. |
| 4 | Material and labour for rendering 15 mm thick in CM 1:6 on stone masonry surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 5 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge. |
| 6 | Material and labour for square rubble walling Jodhpur type regular course well bonded bedded and solidly hearted built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge. |
| 7 | All as per item No 6 but except stone complete all as specified and directed by Engineer-in-charges. |
| 8 | Extra over on stone walling for hammer dressing to face stone with maximum depression on face from straight edge n.exc. 20mm and dressing faces beds and joints as specified to square rubble walling regular course Jodhpur type complete all as specified and directed by Engineer-in-charge. |
| 9 | Raking out joints/pointing to squarred rubble masonry, coursed or uncoursed built in cement mortar complete all as specified and directed by Engineer-in-charges. |
| 10 | M&L for keyed pointing to stone masonry surface in CM 1:4 complete all as specified and directed by Engineer-in-charges. |
| 11 | complete removal of existing treatment on walls and M&L for applying two coats of oil emulsion distemper over a coat of chalk whitening incl preparation of surfaces complete all as specified and directed by Engineer-in-charges. |
| 12 | M&L for two coats of oil emulsion distemper on newly plastered walls over chalk whiting including preparation of surfaces complete all as specified and directed by Engineer-in-charges. |
| 13 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. complete all as specified and directed by Engineer-in-charges. |
| 14 | complete removal of existing surface of wall and M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces. complete all as specified and directed by Engineer-in-charges. |
| 15 | Material and labour for preparation of newly plastered or unplastered surfaces of walls and applying three coats of white wash complete all as specified and directed by Engineer-in-charge. |
| 16 | Material and labour for preparation of newly plastered or unplastered surfaces of ceilings and applying three coats of white wash complete all as specified and directed by Engineer-in-charge. |
| 17 | Material and labour for preparation of old ceiling surface (plastered or unplastered) by scrapping down smoke spot moulds, moss and efflorescenet salt and treatin oil and greasy spots and applying two coat of white wash with moonj brush only complete all as specified and directed by Engineer-in-charge. |
| 18 | Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) and removing from site complete all as specified and directed by Engineer-in-charge. |
| 19 | Demolition of stone slabs and tiles of any description or thickness in floors aprons etc laid bedded and pointed in any mortar. complete all as specified and directed by Engineer-in-charges. |
| 20 | Dismantling of floor, hearth or wall tiles including cement mortar bedding and removal of debris /rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material and labour for coloured Non-skid Ceramic tiles 7 to 8 mm thick (square/ rectangular), coloured tiles, area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-charge. |
| 22 | Material and labour for coloured Glazed ceramic tiles in vertical surface 350 x 250 x 7mm / 450X350X7mm thick on walls/vertical surfaces including 10mm thick rendering in CM 1:4 complete all as specified and directed by Engineer-in-charge. |
| 23 | Material and labour for 25mm thcik PCC (1:2:4) type B-0, using 12.5mm graded stone aggregates as in base concrete to floor finish complete all as specified and directed by Engineer-in-charge. |
| 24 | Material and labour for Machine cut kota stone slab flooring 20-25mm thick over and including cement screed bed 15mm thick in cement mortor 1:6 laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding chamfering rubbing and mirror polishing complete all as specified and directed by Engineer-in-charge. |
| 25 | Material and labour for Kota stone slab 20-25 mm thick in riser of steps, skirting, dado and pillar laid over and including 15 mm thick screed bed 1:4 complete all as specified and directed by Engineer-in-charge. |
| 26 | Taking up or down 15mm bore steel tubing and connection including cleaning for refixing or removal to store yard complete all as specified and directed by Engineer-in-charge. |
| 27 | Taking up or down 40mm bore steel tubing and connection including cleaning for refixing or removal to store yard complete all as specified and directed by Engineer-in-charge. |
| 28 | Refixing old steel tubing and connections in new or old position as in walls ceiling floors etc bore of pipe 15mm complete all as specified and directed by Engineer-in-charge. |
| 29 | Supply and fixing 15 mm dia galvanized steel tubing, medium grade, with all fitting and fixed complete to walls celling or laid in floors complete all as specified and directed by Engineer-in-charge. |
| 30 | Supply and fixing 20mm dia galvanized steel tubing, medium grade, with all fitting and fixed complete to walls celling or laid in floors complete all as specified and directed by Engineer-in-charge. |
| 31 | Supply and fixing in repair grating doom 100mm dia of PTMT (min weight 25 gms) complete all as specified and directed by Engineer-in-charge. |
| 32 | Supply and fixing in repair Stop valves, cast copper alloy screwed down high presure, with crutch of butterfly handle, screwed both ends for iron pipe or for unions and fixed for 15mm bore complete all as specified and directed by Engineer-in-charge. |
| 33 | Supply and fixing in repair Cast Copper alloy chromium plated with 15 mm dia long shank and cup (concealed type) stop cock complete all as specified and directed by Engineer-in-charge. |
| 34 | Supply and fixing in repair CP fancy type 15 mm bib taps cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed by Engineer-in-charge. |
| 35 | Supply and fixing in repair brass chromium plated shower rose 125mm size complete all as specified and directed by Engineer-in-charge. |
| 36 | Supply and fixing in repair 20 mm dia Harison rails,mild steel,chromium plated with bracket fancy type (two Nos of brackets/knobs/corners for one length/each opening) complete all as specified and directed by Engineer-in-charge. |
| 37 | Supply and fixing in repairs vitreous china squatting pan, ‘Orissa’ pattern', size 580 mm x 440 mm, white with integral foot rests, embedded and set in PCC 1:5:10 type E-2 and making good to floor including removing rubbish complete all as specified and directed by Engineer-in-charge. |
| 38 | Supply and fixing in repair 10 liters PVC valve less, syphonic action type, flushing cistern, low level, white, with inlet ball valve, float and handle including 450 mm long PVC connection and brackets complete all as specified and directed by Engineer-in-charge. |
| 39 | S&F in repairs Wash basins, vitreous China (flat back or angle back type) of size 550x400mm, including cutting for and pinning in ends of brackets or erecting stand including pillar tap but exclusive of fixing of supply and waste pipeall complete all as specified and directed by Engineer-in-charges. |
| 40 | S&F in repairs Vitreous China urinals, bowl urinal flat back size of 465x355x265 mm whitewith grating and union for discharge pipe(excluding flushing cistern ,trap and waste pipe (back to corner wall type), complete including providing and fixing plus, bedding urinal against wall in cement mortar 1:2 securing urinal to plus with and including 60mm long brass screws, pointing around urinal back in cement complete all as specified and directed by Engineer-in-charges. |
| 41 | S&F 15 mm size PVC connection of 600 mm long complete all as specified and directed by Engineer-in-charges. |
| 42 | Supply and fixing in repair 600x450mm bevelled edge mirror of selected quality glass mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washres complete all as specified and directed by Engineer-in-charge. |
| 43 | S&F in repair sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed by Engineer-in-charges. |
| 44 | S&F waste pipe for wash hand basin all as per site requirement complete all as specified and directed by Engineer-in-charges. |
| 45 | M&L 50 mm thick PCC (1:3:6) type C-2 in plinth protection Concrete including Rough dressed sand stone slab 40 mm thick for plinth, laid dry but jointed and pointed in cement mortar 1:3 complete all as specified and directed by Engineer-in-charges. |
| 46 | S&F bath cabinet of PTMT fixed with and including chromium plated brass screws and wooden cleats size 355mmx455mm complete all as specified and directed by Engineer-in-charges. |
| 47 | S&F in repairs brass chromium plated Tubular towel rail, 20mm dia, D type, 60 cm long between flanges complete all as specified and directed by Engineer-in-charges. |
| 48 | S&F 100mm cast iron sanitary connection socket to fit in WC out-let complete all as specified and directed by Engineer-in-charges. |
| 49 | S&F100mm dia Sand cast cast iron soil waste and vent pipes ISI marked in any length with or without ears using cement joints fixed in walls/trenches complete all as specified and directed by Engineer-in-charges. |
| 50 | Supply and fixing 75mm dia Cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) using 20 mm graded stone aggregate complete all as specified and directed by Engineer-in-charges. |
| 51 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge. |
| 52 | Material and labour for rolled section as in framing for clading,glazing , railing, stair, cooler stand and the like fixed with angle cleats and connecting platesls, brackets, etc. Fe-290, Grade E-165 complete all as specified and directed by Engineer-in-charge. |
| 53 | S & F Pre - painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an color having tensile strength of 550 Mpa as in roof covering/cladding to wall , fixed with self tapping screws complete all as specified and directed by Engineer-in-charges. |
| 54 | Dismantling of existing water tanks (PVC/RCC/AC) exc 250 ltr but n.exc 500 ltr capacity and removing from site complete all as specified and directed by Engineer-in-charge. |
| 55 | Supply and fixing 500 ltr capacity rotational moulded polythene water storage tanks white (cylindrical vertical with closed top three layer) hoisted and fixed in position incl 20mm dia bore ball valve PTMT high pressure with polythene float and fly nut complete all as specified and directed by Engineer-in-charge. |
| 56 | Supply & fixing in repairs 15 mm bore gun metal ,globe or gate valve,with iron wheel head ,screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-charges. |
| 57 | Supply & fixing in repairs 20mm bore gun metal ,globe or gate valve,with iron wheel head ,screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-charges. |
| 58 | Supply and fixing on wall Stainless Steel peg set of Five 300 mm long and 30mm wide (min) with steel screws and rowels plugs complete all as specified and directed by Engineer-in-charge. |
| 59 | Taking down chowkats or frames with shutters without taking off shutters n.exc 1.50 sqm each for window/ ventilator and remove from site complete all as specified and directed by Engineer-in-charge. |
| 60 | Taking down chowkats or frames with shutters without taking off shutters exc 1.50 sqm but n.exc 4.00 sqm each and removing from site complete all as specified and directed by Engineer-in-charge. |
| 61 | Supply and fixing Mild steel frames for doors frame(Chowkhats) of angle (grade Fe-290 (Grade E-165) including hinges or other sections with gusset plates, rails, braces etc complete, drilled for covering. Doors, etc to be prepared for hanging or sliding with and either hooks or hinges or steel hanging door fittings complete all as specified and directed by Engineer-in-charge. |
| 62 | M&L for pressed steel frames 165x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock, strike, plate etc complete all as specified and directed by Engineer-in-charges. |
| 63 | M&L for pressed steel frames 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock, strike, plate etc complete all as specified and directed by Engineer-in-charges. |
| 64 | Material and labour for PCC (1:2:4) type B1 using 20mm graded stone aggregate as in back filling & hold fast iron fixing including necessary form work complete all as specified and directed by Engineer-in-charge. |
| 65 | Supply and fixing of SS butt hinges 100 mm size (ISI Marked) medium weight, cold rolled mild steel complete all as specified and directed by Engineer-in-charge. |
| 66 | S&F 100mm size single action door spring hinges mild steel with steel wire spring stove enamelled black complete all as specified and directed by Engineer-in-charge. |
| 67 | M&L Factory made solid panel of PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. frame shall be covered with heat moulded plain colour PVC `C' channel heaving a PVC sheet strip of 20mm width suck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S frame wedded/ sealed to the stiles, & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing. complete all as specified and directed by Engineer-in-charges. |
| 68 | S&F solid PVC door frame of size 50 x 47mm (teak wood finish) made out of 5mm wood finish colour PVC sheet reinforced with MS square tube supplying and fixing in opening complete all as specified and directed by Engineer-in-charges. |
| 69 | Supply and fixing 40 mm thick factory made, second class hard wood, Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed by Engineer-in-charge. |
| 70 | Supply and fixing 35 mm thick factory made second class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24(a), supplied and fitted to chowkats (Four pannels) and design complete all as specified and directed by Engineer-in-charges. |
| 71 | S&F Steel windows with side hung shutters including projecting/box type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed by Engr-in-Charge. |
| 72 | All as per srl item no. 71 but without glazing bars. complete all as specified and directed by Engineer-in-charges. |
| 73 | S&F steel ventilator with top hung shutter without glazing bar including hinges,steel peg stay complete all as specified and directed by Engineer-in-charge. |
| 74 | S&F steel windows or ventilator, fixed type, with glazing bars, complete all as specified and directed by Engineer-in-charge. |
| 75 | S&F in repair for fabrication of pressed steel cupboard shutters using 1.00 mm thick MS plain sheet & with frame 1.25 MM thick bent to shape incl two coats of synthetic enamel paint on internal surfaces & two coats of hammer stone finish on external surfaces alongwith locking arrangement mortice lock handle etc complete all as specified and directed by Engineer-in-charges. |
| 76 | Supply and fixing Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-charge. |
| 77 | Supply and fixing stainless steel wire cloth, 0.36 nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples or wooden beads supplied with shutters complete all as specified and directed by Engineer-in-charge. |
| 78 | Material and labour for two coats of synthetic enamel paint over a coat of pink primer including prepration of newly wooden surfaces of girth exc 10cm complete all as specified and directed by Engineer-in-charge. |
| 79 | Material and labour for two coat of synthetic enamel paint over a coat of red oxide primer on new steel surface including preparation of surface over 10cm width or girth complete all as specified and directed by Engineer-in-charge. |
| 80 | Supply and fixing Aluminium tower bolts of extruded section of size 150mm complete all as specified and directed by Engineer-in-charge. |
| 81 | Supply and fixing extruded aluminium alloy handles, fabricated type, anodized of size 150 mm complete all as specified and directed by Engineer-in-charge. |
| 82 | S&F 300mm long mild steel sliding door bolts plate type, stove enameled black with bright 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 complete all as specified and directed by Engineer-in-Charge. |
| 83 | Material and labour for one coat of synthetic enamel paint including prepration of old treated steel surfaces of girth exc 10cm complete all as specified and directed by Engineer-in-charge. |
| 84 | Supply and fixing of 4mm thick figured pin headed sheet glass panes of size not. exceeding 0.50 Sqm fixed with oil putty complete all as specified and directed by Engineer-in-charge. |
| 85 | Demoliton of cement concrete of any description & in any position not otherwise specifically provided for and removing debries out of MD land complete all as specified and directed by Engineer-in-charges. |
| 86 | M&L cement concrete 1:2:4 mix type B-0 (12.5 mm graded stone aggregate) in padding finishing surface of concrete topping even and fair (without using extra cement) all as specified of average thickness 40mm in slope 1:40 over roof complete all as specified and directed by Engineer-in-charges. |
| 87 | M&L for 10mm thick plastering in CM(1:3) on concrete roof surfaces with water proofing compound @ 3% by weight of cement and finishing the surface even and fair without using extra cement including taking down existing plaster and APP membrane complete all as specified and directed by Engineer-in-charges. Note :- WPC shall be measured and paid separately. |
| 88 | Supply only integral water proofing compound ISI Marked complete all as specified and directed by Engineer-in-charges. |
| 89 | M & L painting roof surfaces with one coat of bitumen primer T-10/polymerised grade conforming to IS-3384 @ 0.30kg /Sqm and one coat of bonding material using blown type bitumen confirming to IS-702 grade 85/25 @ 1.20 Kg/Sqm laying of 3mm thick and weight not less than 3.0 Kg/Sqm with 10cm side overlap having centre core of 100 micron HMHDPE, outer film is 20 micron each and applying one coat of bonding material using blown type bitumen confirming to IS-702 of grade 85/25 @ 1.20 Kg/Sqm over APP membrane complete all as specified and directed by Engineer-in-charges. |
| 90 | M&L for two coat of aluminium paint over a coat of cement primer. The aluminium paint shall be applied through authoried applicator who has laid the APP membrane or by the contractor under the supervision of the authorized applicator of APP membrane. complete all as specified and directed by Engineer-in-charges. |
| 91 | S&F Rolled sections as in railing where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Fe-410-W (Gde-E-250) quality-A complete all as specified and directed by Engineer-in-charges. |
| 92 | Surface excavation not exc 30 cm deep and averaging 21 cm deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charges. |
| 93 | Excavation in post holes in Hard/dense soil (or similar holes) each n.exc 0.50cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm watering and removing surplus soil to a distance n. exc 50m and mateing good surface complete all as specified and directed by Engineer-in-charges. |
| 94 | M&L Cement concrete 1:3:6 type C2 (Using 40mm graded crushed stone agg) as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-charges. |
| 95 | M&L for broken stone or boulders broken stone or boulders hard core of gauge n.exc 63mm , deposited,spread and levelled in layers n.exc 15 cm thick ,watered and rammed to a true surface using broken stone or boulders complete all as specified and directed by Engineer-in-charges. |
| 96 | M&L for Cement Concrete 75mm thick as in sub base type D2 1:4:8, (using 40mm graded aggregate) complete all as specified and directed by Engineer-in-Charge |
| 97 | M&L for Providing and laying 60mm thick factory mad chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engineer-in-charges. |
| 98 | M&L for pre-cast concrete block as in Kerb Stone (Machine made) with solid blocks Type B1, 1:2:4 (20mm graded stone aggregate) exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge |
| 99 | M&L provididing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-charges. |
| 100 | S&F Steel work in tubular trusses/posts, rafters, purlins 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-charges. |
| 101 | Material and labour for two coat of synthetic enamel paint over a coat of Priming paint plaster coat on concrete surface including preparation of surface over 10cm width or girth complete all as specified and directed by Engineer-in-charges. |
| 102 | Excavation in trenches n.exc 1.5M in depth and 1.5M wide including getting out in any type of soil complete all as specified and directed by Engineer-in-charges. |
| 103 | Returning, filling in including spreading, levelling watering and well ramming in layers n. exc. 25 cm in soil. complete all as specified and directed by Engineer-in-charges. |
| 104 | Removing excavated soil to a distance n. exc. 50 meter and deposited where directed at a level n. exc. 1.5 meter above the starting point. complete all as specified and directed by Engineer-in-charges. |
| 105 | M&L Cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone agg) as in in foundations, filling and mass concete. complete all as specified and directed by Engineer-in-charges. |
| 106 | M&L PCC 1:2:4 type B-1 ( 20mm graded crushed stone agg.) as in benching, coping and similar work as like including weathering, slightly rounded or chamfered angle and throating & necessary from work complete all as specified and directed by Engineer-in-charges. |
| 107 | M&L Cement concrete 1:4:8 type D-2 (using 40mm graded agg.) as in concrete bed to drain pipe including packing under and hunching against the sides of pipe after they are laid and tested for 150mm dia SGSW pipe. complete all as specified and directed by Engineer-in-charges. |
| 108 | M&L 150 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-charges. |
| 109 | M&L for brick work with flyash bricks, (old size) straight or curved on plan exc 6m mean redius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-charges. |
| 110 | M&L for Cement concrete Type C2 1:3:6 (20 mm graded aggregate) in surface channels , drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engineer-in-charges. |
| 111 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed by Engineer-in-charges. |
| 112 | Add or deduct for Ser Item No. 111 above for each 25 mm girth or part thereof over or under 30cm ditto complete all as specified and directed by Engineer-in-charges. |
| 113 | M&L Precast cement concrete casted slabs in 1:2:4 type B-1 (20mm graded agg.) as in landing, cover slabs for manholes etc set in CM 1:6 complete all as specified and directed by Engineer-in-charges. |
| 114 | S&F Mild steel TMT bar 6-8mm dia cut to length bent to shape required, including cranking bending spirally and binding with and including mild steel sire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-charges. |
| 115 | M&L for 15mm thick rendering in CM 1:4 on brick or concrete surface with mixed with water proofing compound as per manufacturer instruction complete all as specified and directed. cement finished fair complete all as specified and directed by Engineer-in-charges. Note : Water proofing compound will be measured and paid seperately under respective item of Sch ‘A’. |
| 116 | Supply for liquid water proofing compound for external surfaces 200ml for 50 Kg bag of cement complete all as specified and directed by Engineer-in-charges. |
| 117 | M&L for construction of RCC Septic tanks conventional type designed to carry sewage and sullage water excavation in any type of soil ,PCC 1:4:8 below foundation, RCC M 30 design mix in walls,base slab and roof slab including beams etc with Vent shaft ,manhole opening with cover connection etc., complete with effective depth of 1.5 mtr and overall depth of 3 mtr for 5 users as per Drg No. CEBZ/TD/80/11 Sh 3/4 Dy 01 Aug 2011 complete all as specified and directed by Engineer-in-charges. |
| 118 | M&L for construction of Soakage wells, excavation in any type of soil, foundation in PCC 1:3:6 , walls of honey combed masonary with top ring of M-25 design mix concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M 25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4 M internal dia X 3.0M effective depth. Complete all as per drg No CEBZ/TD/76/2011 Sheet No 1/1 dt 01 Aug 2011. complete all as specified and directed by Engineer-in-charges. |
| 119 | Taking down old unserviceable point wiring ( light/fan/socket/power) complete, including fixtures and fittings such as switches, sockets, ceiling roses, pendants,regulators, light fittings etc. removing materials to store for keeping in safe custody or for taking credit and making good the disturbed surfaces of walls, floors, ceiling etc. complete all as specified and directed by Engineer-in-charges. |
| 120 | Taking down Main switches/DBs of any make and type including teakwood board, MCBs/MCCBs etc. complete and making good the disturbed surfaces including colour wash complete all as specified and directed by Engineer-in-charges. |
| 121 | Supply and fix in replacement ceiling fans complete with blades, down rods, fasteners (if required),and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and directed by Engineer-in-charges. Note- Old unsv ceiling fan deposit in E&M yard. Please Enable Macros to View BoQ information |
| 122 | Supply and fix in replacement ceiling fans complete with blades, down rods, fasteners (if required),and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and directed by Engineer-in-charges. Note- Old unsv ceiling fan deposit in E&M yard. Please Enable Macros to View BoQ information |
