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| 1 | M&L forrandom rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in cement mortar (1:4) and incl demolition of any type of masonary and remove out of MOD land completed all specified and directed by Engineer-in-Charge. |
| 2 | Demolition of PCC in ground floors and pavings n exc 15 cm thickness (below or above ground levelcompleteall as specified. |
| 3 | M&L for Pre-cast cement concrete type 1:2:4 using (16mm graded stone aggregate) block masonry or karb stone with solid blocks, exc. 10 cm in width and setting in mortar 1:6complete all asspecified. |
| 4 | M&L for PCC(1:3:6) type C-2 (using 20mm graded stone aggregate) as in surface channel in drains complete all as specified and as directed. |
| 5 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregates) as in lintels upto1.5m clear span,cills,steps; seismic and other similarparapets and railings, copings, kneelers, apex stones, bed plates, slightly rounded or chamfered angles and throating, as directe incuding necessary formwork required including in repair complete all as specified and as directed by EIC. |
| 6 | M&Lin reapirs coloured machine pressed precast concrete interlocking paver block with rubber mould type any shape and size conforming to IS 15658-2006 of60mm thicknessof concrete as in floors/ pavements and design with grey cement and pigment bases, incl sand cushioning 50mm thickness complete all as specified and as directed. |
| 7 | Dismantling of stone slabs and tiles of any description or thickness in floors, platform, aprons etc., laid, bedded and pointed,in any mortarcomplete all as specified and as directed by Engineer-in- Charge. |
| 8 | Refixing of Serviceable machine pressed precast concrete interlocking paver blocks any shape and size obtained from ser item no 27 above, fixing including 30mm thick sand cushioning,complete all as specified and as directed by Engineer-in- Charge. |
| 9 | Raking out joints /pointing built in cement mortar to random rubble masonary of wall surface, channels, roofs etc complete all as specified and as directed. |
| 10 | M&L for raised pointing usingcement mortar 1:4to random rubble masonary wall surface, channels, roofs etc complete all as specified and as directed. |
| 11 | Taking down plaster from brick/stone walls, including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Eng-in-Charge. |
| 12 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces/ stone masonary cement mortar 1:4 for rendering is to be finished even and smooth (without using extra lime or cement and walls etc complete all as specified |
| 13 | Preparation of new plaster surface of wall and applying two coat of cement base paint over and incla coat of primer complete all as specified. |
| 14 | M & L in repairs for random rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in crate work, stone pitching and retaining wall etc complete all as specified and directed by Engineer-In- Charge. |
| 15 | M & L in repairs for random rubble stone masonary, uncoursed well bounded, bedded and soilidly hearted in stone pitching with CM 1:4 and retaining wall etc complete all as specified and directed by Engineer-In- Charge. |
| 16 | S& F in repaires 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after fillingcomplete all as specified |
| 17 | Demolishing R.C.C. work for drain cover / man hole cover and slab manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 18 | S& F for mild steel work riveted, bolted or welded in built up sections, Greatings of drainand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete |
| 19 | M & L for preparing new or previously untreated of steel and applying two coats of synthetic enamel paint over and incl a coat of red oxide over 10 cm in width or girth. |
| 20 | Dismantling plain or corrugated steel sheeting, any gauge, thickness roof coverings incl ridge complete all as specified and as directed by Engineer-in-Charge. |
| 21 | M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick AZ 150of greencolour having tensile strength of 550 Mpa and as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed Engr-in Charge. |
| 22 | M&L Pre- painted galvalume aluminium zinc coating GI basedPlain steel sheet 0.5 mm thick of any colour having tensile strength of 550 Mpaas in ridges/ valley gutters, fixed with self tapping screw as specified and directed Engr-in Charge.. |
| 23 | S&F in repairs wall mixer 15 mm bore cast copper alloy chromium plated with connector and includinghand shower and head shower arrangement with connecting legs ,wall flanges and wall bracket for hand shower complete all as specified and directed by Engineer-in-Charge. |
| 24 | Dismentling unframed timber scantlings 40 sq. cm and over in section, in any positioncomplete all as specified and as directed by Engineer-in-Charge. |
| 25 | M&L for Mild steel work in tubularaqngle/channel/Tees usingpurlins, vetical posts including special shaped washer, angle cleats, fish plates, gusset plates, base/ bearing plates, bolts and nuts etc. complete using ERW or induction butt welded tubes conforming to 1161-1979 grade st 240 Complete all as specified and directed by Engg-In- Charge. |
| 26 | M&L for Reinforced cement concrete type B1 (1:2:4)using 20mm gradedstone aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, floor slabs and in shelves complete all as specified and directed by Engr-in-Charge |
| 27 | S & F in repair 75 mm Thick RCPC (Reinforced Cement Polymer Concrete) Man hole cover with frame of size 800mm x 800mm (anti skid top)fixed in proper position in existing man hole, complete all as specified and directed by Engineer-In- Charge. |
| 28 | S&F forTMT bard mild steel bars 10mmdia and over, cut tolength, bent to shape required, including cranking, bending spirally for hoopingforcolumns, hookingends and binding with and includingmild steel wire(annealed) not lessthan 0.9mm dia orecuring with clips |
| 29 | M& L for flat formwork to soffits of suspended slabs such as roof slabs, floorslabs, landings and similar work;not exceeding 200mm thick(Horizontal or sloping) rough finishedsurfaces ofconcrete complete all as specified and directed Engr-in - Charge |
