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| 1 | Demolition of cement concrete (un re-inforced) in ground floor and paving n.exc. 15 cm thick below or above ground level complete all as specified . |
| 2 | Materials and labour for plain cement concrete (1:4:8) Type D-2 using 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. |
| 3 | M&L precast solid block masonry of block 1:3:6 type C-1 wall exceeding 10 cm in width and built in cement mortar 1:6 including demolition complete all as specified and directed. |
| 4 | All as per item No 3 here-in-before but except PCC block complete all as specified and directed.Note : PCC block obtained from item No 3 of tis schudule shall be reused as per condition. |
| 5 | M&L for walling of random rubble, uncoursed , well bonded, bedded and solidly hearted built in cement mortar 1:6 including demolition complete all as specified and directed.Note : PCC block obtained from item No 3 of tis schudule shall be reused as per condition. |
| 6 | All as per item No 5 here-in-before but except stone. |
| 7 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of face beds and joints as specified of random rubble ealling, uncoursed or brought uoto courses with 40mm macimum depression on face from straight edge held against the dressed surfaces complete all as specified and directed. |
| 8 | M&L for Ashlar masonry,plain, well bonded, built in CM 1:4 for block- in-course and ashlar masonry curved on plan to a mean radius not exceeding 6 mtr, including demolition complete all as specified and directed.Note:- Size of stone, colour and texture shall match the existing stone and as per sample approved by GE |
| 9 | All as per item No 8 here-in-before but except stone. |
| 10 | Taking down cement plaster on brick or stone walls or concrete surface etc including raking out joints, hacking for key scrubbing down with water all as specified and directed. |
| 11 | M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete susrfaces finishing the surface even and smooth without using extra cement complete all as specified and directed.. |
| 12 | M& L for moulding by cementitious material Glass reinforced concrete for exterior surface of wall, gates, cast into intricates shapes, cornices , string course, pilasters etc complete all as specified and directed by Engr-in-Charge. |
| 13 | M & L for preparation of new surface of wall and applying two coat of cement base paint over a coat of chalk whitening primer complete all as specified and directed. |
| 14 | M & L for two 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 and preparation of new surfaces.complete all as specified and directedNote. The quantity comprises for gate and pillar of height upto 6mtr incl required necessary scaffolding and safety precaution. |
| 15 | M&L raised pointing in CM 1:4 to random or polygonal rubble, uncoursed or brought upto complete all as sepcified and directed, |
| 16 | M & L for providing precast cement concrete type B1 1:2:4 using 20mm graded aggregate as providing precast cement concrete in string courses, copings. kneelers, apex stones, columns, posts, boundary pillars, corbels, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1: 4 complete with joints to match all as specified and directed. |
| 17 | M&L PCC 1:2:4 type B-1(Using 20mm graded crushed stone agg) in lintels upto 1.5 m 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 , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, all as specified and directed |
| 18 | M&L RCC 1:2:4, type B1(using 20mm graded aggregate) nominal mix as in foundation , including rafts, footings, foundation, beams, plinth beams, base for columns etc basement slab under reamed piles and mass concrete including demolition complete all as specified and directed. |
| 19 | M&L for RCC Type B1 1:2:4 (20mm graded aggregates) nominal mix in Columns, pillars, piers, posts and struts etc including demolition all as specified and directed |
| 20 | M&L for RCC Type B1 1:2:4 (20mm graded aggregates) nominal mix in beams such as cantilever, bressummers, lintels over 1.50m span(lintel beams) etc including demolition complete all as specified and directed.Note : For Item no 18 to 20 , reinforcement , required excavation , earthwork shall be measured & paid seperated . |
| 21 | Use and waste formwork to side of concrete foundation, footings, bases of columns, rafts beams, sides and soffits (if any) of foundation and similar work fair finished concrete surface complete all as specified and directed. |
| 22 | Use and waste formwork to sides of pillars, posts, struts, piers, columns and stanchions square / rectangular or polygonal in shape complete all as specified and directed. |
| 23 | Use and waste formwork to sides of soffits of floors or roof beam, beam haunchings, griders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams etc finished fair surface complete all as specified and directed. |
| 24 | M&L TMT bars 10mm dia and over, cut to lengt, 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. |
| 25 | All as per item No 24 above but 5mm dia and over upto and including 10mm dia in strriups and binders complete all as specified and directed. |
| 26 | Dismantling structural steel work including doors, gates but excluding framed truss etc. Complete. |
| 27 | S&F Framed Mild Steel 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 and hanging; also fastening and fixing (FE 410-S) complete all as specified and directed. |
| 28 | S&F Framed Mild Steel 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 portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etcconforming to Fe.290.Gde-E-165 including decorative intricate, ornamental pieces in different shapes complete all as specified and directed. |
| 29 | M&L for Steel work in tubular section as in gates including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 for sliding gate including rolling arrangemets and all accessories complete all as specified and directed. |
| 30 | Dismantling of posts or struts (RCC fencing posts) any section and taking out embedded portion (post embedded in concrete. ) including making good to disturbed complete all as directed. |
| 31 | Supply and fix rolled mild steel as in joist, channel angle, or tee section, fixed independently with connecting base plate etc as in fencing post, strut bend to shape, holes drilled/notches cut to receive MS bolts and barbed wire, embedded to concrete including tarring to steel work embeded to concrete . |
| 32 | M&L preparation new or previously untreated surface of steel over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed. |
| 33 | S&F in repair for galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2.00mm dia, barbs at 75mm spacing and straining, tightening and fixing to MS nibs embedded in pre-cast RCC fencing post or angle iron post, struts, etc. securing and tying at crossings with and provision of galvanized mild steel wire, complete all as directed.NOTE: Each line wire to be measured separately. |
| 34 | M&L PCC 1:3:6 type B-2(Using 40mm graded crushed stone agg) Nominal Mix as in wall, for embedding angle iron post including necessary form work and demolition of existing concrete complete all as specified and directed., |
| 35 | Dismantling stone slab laid bedded ;and pointed in cement mortar of any description or thickness in floor aprons, cladding etc complete all as specified and directed. |
| 36 | S&F Dholpur stone 16 to 18mm to cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.5 sqm area fixed with and including two number SS clamps (grade - 202) of flat-30mm X 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment.Note. The quantity compress for gate and pillar of height upto 6mtr incl required necessary scaffolding and safety precaution. |
| 37 | M & L for Kajaria Eakaba Oak (stonex shade) exterior tiles of specified size as in wall set and jointed in neat cement slurry and pointed in white cement with colour pigment to match with colour of tile over backing coat 10mm thick cement mortar in 1:4 incl dismantiling / demolition complete all as specified and directed. |
| 38 | M&L 20mm thick granite (of any type) work, in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 39 | Rounding to edges of stone slabs , such as in steps, and other similar situation complete all as specified and directed. |
| 40 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed |
| 41 | Removing excavated material (soil) n.exc 50m and deposited where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. |
| 42 | Returning , filling in, includidng spreading , levelling , watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed. Please Enable Macros to View BoQ information |
