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| 1 | Demolition of cement concrete in ground floors and pavings not exe 15 cm thick below or above GL completeall as specified and directed by Engineer-in-Charge. |
| 2 | M&L for 75mm thick PCC (1:4:8) type B2 (using40 mm graded crushed stone aggregate ) as insub for receiving floor finishes etc completeall as specified and directed by Engineer-in-Charge. |
| 3 | Taking down chowkats or frames with shutters (without taking shutter from the frame) exceeding 1.5sqm and not exceeding 4.00 sqm each completeall as specified and directed by Engineer-in-Charge. |
| 4 | Taking down chowkhats or frames with shutters (without taking off shutters from the frame) not exe 1.50 Sqm each completeall as specified and directed by Engineer-in-Charge. |
| 5 | M&L for 2ndclass soft wood, plain solid straight chowkhats and frames, wrought, framed, rebated on the solid rounded or chamfered put together with glue pinned at joints completeall as specified and directed by Engineer-in-Charge. |
| 6 | S&F 2ndclass hard wood 35 mm thick panelled shutters (any number of panels ) with panels of veneered particle board medium density, wood particle board with commercial face veneers completeall as specified and directed by Engineer-in-Charge. |
| 7 | S&F for30 mm thick 2nd class hard woodglazed and skeleton window/ventilator shutters, open rebated and prepared to receive glass, gauge etc , divided into square with plain chamfered or rounded, mitred and rebated sash bars any numbers, provided with stiles and rails as specified in SSR part I section 8 clause 8.24 (b) completeall as specified and directed by Engineer-in-Charge. |
| 8 | S&F Galvanized mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples completeall as specified and directed by Engineer-in-Charge. |
| 9 | S&F aluminium alloy, anodised, sliding door bolt of length 300 mm with hasp & staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts ofsections of cast-aluminium extruded alloy and fixed completeall as specified and directed by Engineer-in-Charge. |
| 10 | S&F aluminium anodised barrel tower bolts extruded section of size 200 mm long, completeall as specified and directed by Engineer-in-Charge. |
| 11 | S&F aluminium anodised barrel tower bolts extruded section of size 150 mm long completeall as specified and directed by Engineer-in-Charge. |
| 12 | S&F aluminium handle extruded fabricated type anodised of size 150 mm completeall as specified and directed by Engineer-in-Charge. |
| 13 | S&F aluminium handle extruded fabricated type anodised of size 100 mm completeall as specified and directed by Engineer-in-Charge. |
| 14 | S&F forbutt hinges 100mm medium weight cold rolled mild steel completeall as specified and directed by Engineer-in-Charge. |
| 15 | S&F forbutt hinges 75mm medium weight cold rolled mild steel completeall as specified and directed by Engineer-in-Charge. |
| 16 | S&F 150 mm long floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring completeall as specified and directed by Engineer-in-Charge. |
| 17 | Hacking out old or broken glass (any thicknesssize quality or description) from steel frames or stone concrete or brick surrounds glazed with putty or fixed with beads completeall as specified and directed by Engineer-in-Charge. |
| 18 | S&F 4mm thick sheet glass ordinary quality and glazing with oil putty or fixed with bead/glazing pins in squares n.exc 0.5 Sqm in each pane completeall as specified and directed by Engineer-in-Charge. |
| 19 | S&F in repairs for weather boarding/eves boardsin 2nd class soft wood clean swan, plain, 20 mm thick or feather edges, 15 mm to 20 mm thick and fixed with 30 mm lap joints completeall as specified and directed by Engineer-in-Charge. |
| 20 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital orsimilarpattern roof coverings completeall as specified and directed by Engineer-in-Charge. |
| 21 | S&F galvalume aluminium zinc coating GIbased pre-painted corrugated steel sheet 0.50 mm thick of anycolour having tensile strength of 550 Mps as in roof covering /cladding to wall, fixed with self tapping screws completeall as specified and directed by Engineer-in-Charge. |
| 22 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws completeall as specified and directed by Engineer-in-Charge. |
| 23 | M&Lfor two coats of synthetic enamel paint on NEW WOODEN surfaces over a coat of pink primer tonew surfacesincluding preparation of surfaces,over 10cm width or girth completeall as specified and directed by Engineer-in-Charge. |
| 24 | M&Lfor two coats of synthetic enamel painton OLDWOODEN SURFACESincluding complete removal of existing treatment and preparation of surfaces over 10cm width or girth completeall as specified and directed by Engineer-in-Charge. |
| 25 | M&L for providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each)and finished even and smooth without using extra cement and providing jointsthroughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weightcompleteall as specified and directed by Engineer-in-Charge. |
| 26 | Demolition of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/slabs including cover fillets etc completeall as specified and directed by Engineer-in-Charge. |
| 27 | S&F 6 mm thick veneered decorative plywood , grade 1 (with BWR resin) with decorative face veneers on one face, fixed with screw to timber frame onwall and ceiling etc completeall as specified and directed by Engineer-in-Charge. |
| 28 | S&F in repairs 20mm thick, 2nd class hardwood planks, planed one side with butt joints and fixed with nailsfixed in any situation completeall as specified and directed by Engineer-in-Charge. |
| 29 | M&L for 2nd class hardwood as in frame, scantlings etc, in any position including dismantling and taking down existing timber, completeall as specified and directed by Engineer-in-Charge. |
| 30 | M&L for 100 mm thick PCC (1:2:4) type B2 (using40 mm graded crushed stone aggregate ) as inhard standing floor finishes etc. laid in alternate panels completeall as specified and directed by Engineer-in-Charge. |
| 31 | Excavation over areas in hard / dense soil n exc 1.5 m deep and getting out completeall as specified and directed by Engineer-in-Charge. |
| 32 | M&L for cement concrete 1:4:8 type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete completeall as specified and directed by Engineer-in-Charge. |
| 33 | M&L for reinforced cement concrete M-30 design mix using 20mm graded crushed stone aggregate as in foundation, including rafts, footings, foundation beams, plinth beams, bases for column etc basements slab, under reamed piles etc and mass concretecompleteall as specified and directed by Engineer-in-Charge. |
| 34 | M&L for reinforced cement concrete M-30 design mix using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like any thickness, above top of footing including attached pillasters and buttresses completeall as specified and directed by Engineer-in-Charge. |
| 35 | M&L for form work to sides of concrete foundation, footing base of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beam or similar work vertical or batter etc completeall as specified and directed by Engineer-in-Charge. |
| 36 | M&L for form work to faces of walls, retaining walls, abutments, parapets etc completeall as specified and directed by Engineer-in-Charge. |
| 37 | M&L for mild steel TMT bars, deformed or twisted10mm dia and over, cut to length, bent to shape required inluding cranking, bending spirally for hoops for columns, hooking ends and binding with and including mild steel wire (anealed) not less than 0.9mm diacompleteall as specified and directed by Engineer-in-Charge. |
| 38 | S&F PVC (SWR) pipe, single socketed, 110mm mm bore, in any length with rubber ring joint fixed to wall as weep holes completeall as specified and directed by Engineer-in-Charge. |
| 39 | Returning filling in hard/dense soil including spreading, leveling & watering and well ramming in layers not exc 25cm completeall as specified and directed by Engineer-in-Charge. |
| 40 | Removing surplus excavated material (soil) to a distance not exceeding 50 meter & depositing where directed at level not exceeding 1.5 meter above the starting point, including spreading completeall as specified and directed by Engineer-in-Charge. |
| 41 | M & L for rounded/broken boulder filling dry, hand packed tightly as in backfilling to retaining wall, size of aggregate varying from 10/20mm to 40/60 mm completeall as specified and directed by Engineer-in-Charge. |
| 42 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard dense soil completeall as specified and directed by Engineer-in-Charge. |
| 43 | M&L for PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete completeall as specified and directed by Engineer-in-Charge. |
| 44 | S&F 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 confirming to Fe-290 Gde E-165 completeall as specified and directed by Engineer-in-Charge. |
| 45 | S&F 6mm thick Mild Steel Plates (plain or chequered) square cut or notched (ordinary and counter sunk) forming holes, welded incl all necessary bolting or riveting etc with roof trusses Fe 410 -W (GdeE- 250) quality completeall as specified and directed by Engineer-in-Charge. |
| 46 | M&L for mild steel work in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts 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, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 completeall as specified and directed by Engineer-in-Charge. |
| 47 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil completeall as specified and directed by Engineer-in-Charge. |
| 48 | M&L for 75mm thick PCC (1:3:6) type C2 (using40 mm graded crushed stone aggregate ) as insub for receiving floor finishes etc completeall as specified and directed by Engineer-in-Charge. |
| 49 | M&L for Machine pressed precast concrete inter locking paver blocks WITH GREY CEMENT AND PIGMENT any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade completeall as specified and directed by Engineer-in-Charge. |
| 50 | M&L for sand filling under floors or in foundations including watering and and consolidation completeall as specified and directed by Engineer-in-Charge. |
| 51 | M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in coping, benching, haunching completeall as specified and directed by Engineer-in-Charge. |
| 52 | M&L for two coats of synthetic enamel paint and a coat of red oxide primer on steel Surfaces of any description, over 10cm in width or girth , not other wise described, including preparation of new surfaces completeall as specified and directed by Engineer-in-Charge. |
