|
| 1 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area ascompete all as specified and as directed by Engineer-in-charge. |
| 2 | Demolition of brick work / stonemasonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specifiedand as directed by Engineer-in- charge. |
| 3 | Demolition of cement concrete reinforced of any discription and in any position,including reinforcement cut as required to facilitateand including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE)complete all as specified and as directed by Engineer-in-Charge. Note:The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill. |
| 4 | Material & Labourfor squared rubble stone walling, brought upto courses , well bounded , beddedand solidly hearted , built in cm (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 5 | All as per the description of item No 4.00 here-in- before butexcept stones complete all as specified and directed by Engineer-in-Charge. Note: Stones shall be obtainedfrom serial item no.2.00 here-in - before for use in this item.The stones shall be used in this item after proper cleaning . The rate of cleaning of stones is included in this item nothing shall be paid extra on this account. |
| 6 | Material & Labourfor flush pointing to random rubble masonry in Cement Mortar1:3 complete all as specified and directed by Engineer-in-Charge. |
| 7 | Taking down cement or cement lime plaster from brick wallor concrete surfaces etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge |
| 8 | Material and Labour for brick work usingburnt clay sub class ‘B’ old size bricks, straight or curved on plan exceeding6m mean radius, built in Cement Mortar 1:6 complete all as specified and as directed by Engineer-in- charge. |
| 9 | All as per serial item no. 8.00 here-in- before butbut except bricks Note: Bricksshall be obtainedfrom serial item no.2.00 here-in - before for use in this item.The bricks shall be used in this item after proper cleaning . The rate of cleaning of bricks is included in this item nothing shall be paid extra on this account. |
| 10 | Material and labourfor 15mm thick rendering in cement mortar 1:4on fair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 11 | Material and labourfor 15mm thick rendering in cement mortar 1:6 on other thanfair faces of brick work or concrete surfaces and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 12 | Material and Labour for 75 mm thick PCC 1:3:6 ,Type C-1 using 20 mm graded stone aggregate as in plinth protection,finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in- charge. |
| 13 | Material and LabourforPCC1:2:4 type B-2, (using 20mm graded stoneaggregate) as in grouting of angle posts, pillars, coping, plinth courses, parapets and raillings etc includingnecessary form work complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material and Labour forPCC1:2:4 type B-1, (using 20mm graded stone aggregate) as in surface channel and drains complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for Providing precast cement concrete 1:2:4 Type B-1 using 20mm graded stone aggregatesin Kerb stone,quoin blocks , apex stones set in cement mortar 1:4 , weathering slightly rounded or chamfered angles and throating inlcuding necessary form work complete all as specified and as directed by Engineer-in-charge. |
| 16 | Material and labour forin repairsfor precast cement concrete, RCC 1:2:4 type B0 (using 12.5 mm gradedstone aggregates.) louvers and jallies, 40mm thck (measured solid) includingpre-cast pillars of size 125 mm x 125 mm in sectionall moulding , complete set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material and labour for RCC Nominalmixusing 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc complete all as specified and as directed by Engineer-in-charge.NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. |
| 18 | Material and labour for RCC Nominalmix using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like and in chajja etc complete all as specified and as directed by Engineer-in-charge.NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. |
| 19 | Material and Labour for 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 wideon rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. |
| 20 | Material and labour for Formwork to soffits of suspended slabs such as roof slab, floor slabs, landings and similar work not exceeding200 mm thick (horizontal or sloping) on rough finished flatsurfaces of concrete complete all as specified and as directed by Engineer-in-charge. |
| 21 | Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etccomplete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) |
| 22 | Material and labour for Mild steel TMTbars5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders etc. 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 directed by Engineer-in-charge.(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) |
| 23 | Dismantling structural steel work including doors, gatesetc complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply & FixingMild steelwork as in angle iron for posts, struts in fencing including cutting tops, to shape as required,drilling holes, notching for wire, including welding etc, confirming to Fe-290 Gde, E-165 complete all as specified and directed by Engineer-in-Charge. |
| 25 | Supply & fixingfor Mild steel work as in 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; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified & directed by Engineer-in-charge. |
| 26 | Supply and Fixing Mild steel work as inFramed work as 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 sliding with 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 complete complete all as specified and directed by Engineer-in -charge. |
| 27 | S&F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm diabarbed 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) |
| 28 | Material and labour for 75 mm thick PCC (1:3:6) Type C-2 using 40mm graded stone aggregate as in sub basecomplete all as specified and as directed by Engineer-in-Charge complete all as specified |
| 29 | Material and labour forchequerd cement concrete tiles glossy finishedsize 30cm x 30cm x 25mm thick withgrey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00kg per sqmin floors laid over with and including15 mm thickscreeed bed in cement mortar in1:6 complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material and labour for100 mm thick PCC (1:2:4) type B2 (using40 mm graded stone aggregate ) as inhard standing floor finishes etc. laid in alternate panels complete all as specified and directed by Engineer-in-Charge. Note: The size of panel shall be decided by Engineer-in-charge. |
| 31 | Material and labourfor coloured machine pressed precast concrete interlocking paver block ofany shape andany size confirming to IS 15656 -2006, 60 mm thick , M-35Grade , laid with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. Note: sand forcushioning shall be measured and paid seperately under appropriate item of Schedule\"A\" BoQ. |
| 32 | Material and Labour forsand filling under floors for interlocking paver block as in sand cushioning and sand or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in- charge. |
| 33 | Material and Labour for preparation ofnew steel surfaces andapplying two coats of synthetic enamel paintwith and including one coat of red oxide zinc chromeof any description not otherwise described over 10 cm width or girth and complete all as specified and as directed by Engineer-in-charge. |
| 34 | Material and labour for preparation of surface and applying three coats of white wash on newly plastered surfaces of wallcomplete all as specified and as directed by Engineer-in-charge. |
| 35 | Material and labour forpreparation of new surface of walls, with and includingtwo coats of cement base paint ,over with and including one coat or alkalic resistance primer complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material and labour forpreparation of oldsurface of walls, with and includingtwo coats of cement base paintcomplete all as specified and directed by Engineer-in-Charge. |
| 37 | Material and labour for preparation of new plastered surfaces of wallsand applying two coats of oil bounddistemper over with and including one coat ofalkali resistant priming paintcomplete all as specified and as directed by Engineer-in-charge. |
| 38 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) with and including removing rubbish material from building and thrown in low lying empty area asdirected by Engineer-in-Charge compete all as specified and as directed by Engineer-in-charge. |
| 39 | Material and labour for 25 mm thickcement concrete (1:2:4), type B-0 using 12.5 mm graded stone aggregate as in floor complete all as specified and as directed by Engineer-in-charge. |
| 40 | Material & Labour for Non skid ceramic coloured joint free tiles , thickness 7mmto 8mm thick (square/ rectangular), colour as approved by Engineer-in-chargearea of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqmas in floor etc., set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including15mm thick screed bed in cement mortar 1:4complete all as specified and directed by Engineer-in-Charge. |
| 41 | Material & Labour for Glazed ColouredCeramic tiles ( colour as approved by Engineer-in-charge ) , size 450mm x 350mm x 7mm thick,as in vertical surfaces, set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour of tiles , laidover with and including10mm thick renderingin cement mortar 1:4complete all as specified and directed by Engineer-in-Charge. |
| 42 | Dismantling of plain or corrugated steel sheeting any gauge, thickness including roof covering etccomplete all as specified and directed by Engineer-in-Charge. |
| 43 | Supply & FixingPre- painted galvalume aluminum zinc coating GI based corrugated 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 as specifiedcomplete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply & FixingPre-painted galvalume aluminum 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 as specified complete all as specified and directed by Engineer-in-Charge. |
| 45 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule \"A\"/BOQ |
