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| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep getting out in hard / dense soil for foundation etc complete all as specified and directed by Eng in Charge. |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in 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 by Eng in Charge. |
| 3 | M&L For Cement concrete 1:4:8 type D-2, ( using 40 mm graded stone aggregate)as in foundations, filling and mass concrete etc. complete all as specified and directed by Eng in Charge. |
| 4 | M&L reinforced cement concrete M-25(design mix) in foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete , complete all as specified and directed by Eng in Charge. |
| 5 | M&L reinforced cement concrete M-25(design mix) incolumns, pillars, piers,posts and struts , complete all as specified and directed by Eng in Charge. |
| 6 | M&L reinforced cement concrete M-25(design mix) inbeams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed by Eng in Charge. |
| 7 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, fair finish surface of concrete complete all as specified and directed by Eng in Charge. |
| 8 | Use and waste offlat Formwork to sides of pillars, posts, struts, piers, columns fair finished surface and stanchions complete all as specified and directed by Eng in Charge. |
| 9 | M&L formwork to sides and soffits of floor beams and roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhang, etc. also splays between floor and beams etc. complete all as specified and directed by Eng in Charge. |
| 10 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Eng in Charge. |
| 11 | S&F mild steel TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Eng in Charge. |
| 12 | M&L for 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 complete all as specified and directed by Eng in Charge. |
| 13 | Material and Labour PCC 1:3:6 Type C1(using 20 mm graded stone aggregate) as in bed block , coping , kerbs, rounded or chamfered on edge including necessary form work complete all as specified and directed by Eng in Charge. |
| 14 | M&L 15mm thick cement plastering on concrete surfacesin CM (1:4) finishing surfaces even and smooth without using extra cementcomplete all as specified and directed by Eng in Charge. |
| 15 | M&L 15mm thick cement plastering on concrete surfacesin CM (1:6) finishing surfaces even and smooth without using extra cementcomplete all as specified and directed by Eng in Charge. |
| 16 | M&L 05mm thick cement plastering on concrete surfacesin CM (1:3) finishing surfaces even and smooth without using extra cementcomplete all as specified and directed by Eng in Charge. |
| 17 | M&L Preparation of newly plastered or unplastered surfaces on wall surfaces and applying two coats of cement base paint over a coat of alkali resitance primer complete all as specified and directed by Eng in Charge. |
| 18 | M&L Preparation of newly plastered or unplastered surfaces on wall surfaces and applying three coats of white wash complete all as specified and directed by Eng in Charge. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in hard/dense soil layers not exc 25 cm complete all as specified and directed by Eng in Charge. |
| 20 | Removing excavated soil n exec. 50m and depositing where directed at a level n exc. 1.5 mavove the starting point complete all as specified and directed by Eng in Charge. |
| 21 | S&F forPre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour 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 Eng in Charge. |
| 22 | S&F forPre-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 complete all as specified and directed by Eng in Charge. |
| 23 | Supply and fix steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade ST-240 complete all as specified and directed by Eng in Charge. |
| 24 | S& F forPlates (plain or chequered) Fe 410-W (GdeE- 250) qualityA channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and directed by Eng in Charge. |
| 25 | M&L forMild steel screw bolts 15mm dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 22.5cm and n exc 30cm long long complete all as specified and directed by Eng in Charge. |
| 26 | M&L for preparationof new or previously untreated surfaces of iron of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over and including a of red oxide primer complete all as specified and directed by Eng in Charge. |
| 27 | M&L hardcore broken stone of guage n.ex 63mm deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Eng in Charge. |
| 28 | M&L for 100 mm thick Cement concrete (1:4:8) typeD2, (using 40 mm well graded stone aggregate), as in sub base, complete all as specified and directed by Eng in Charge. |
| 29 | M&L for 100 mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) Finishing cement concrete surface even and smooth with out using extra cement and Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Eng in Charge. |
| 30 | M&L for 75 mm thick Cement concrete (1:3:6) type C2, (using 40 mm well graded stone aggregate), as in plinth protection, finishing cement concrete surface fair and evenwithout using extra cement laid in alternate panels, complete all as specified and directed by Eng in Charge. |
| 31 | Forming Contraction (Dummy) joints 50mm deep x 10mm wide, filled with and including sealing compound Grade\"A\" complete all as specified and directed by Eng in Charge. |
| 32 | M & L for Point wiring with 1.5 Sqmm (nominal cross-sectional area) FRLSH PVC insulated in stove enamelled steel conduit & unsheathed 1100 volts grade multi stranded copper conductor single core cable drawn through and including in stove enamelled steel conduitof adequate size with all fittings and accessories including modular type metal flush box with modular cover plate with frame of suitable sizeincluding one run of FRLSH PVC insulated & unsheathed single core multistranded copper conductor cable of size 1.5 Sqmm green in colour as earth continuity conductor connected to common earth and earth dolly etchaving ISI mark fixed on wall surfaces / ceilingincl provision provision PCV Box on top for fixing switches sockets etc of all as specified for one light point/ fan /Bell point controlled by one switch complete all as specified and directed by Engineer-in-Charge.Note : i) Eye/bottle thimbles shall be used for connection in switches/sockets & MCB\"s in DB\"s without any extra cost ii) Electric rewiring should be done in proper colour coding i.e. Red for phase, Black for neutral and Green for Earth. |
| 33 | All as per Srl item No 32 here-in-before but controlled with one 5 pin socket outlet 5 Amp on same board with other switches with cables 1.5 Sqmm complete all as per specified and directed by Engineer-in-Charge. |
| 34 | Supply and fixing of socket outlet 3 pin 5 Amp 2-in-one230 Volt flush typecomplete all as specified and directed by Engineer -in-Charge. |
| 35 | Supply and fixing ofswitch piano type 5 Amp, 230 Volt, flush button single pole one way complete all as specified and directed by Engineer -in-Charge, |
| 36 | Supply andfixing LED bay light 80 W made of PDC aluminium housing with direct modular IP lens potted driver 10 KV SPD, IP 66 and with system efficay of 120m/w, cat part No HLBLD-ML 27-80-CWDL-R01 all accessories and connecting items etc as specified and directed by Engg-in-Charge. |
| 37 | M&L for Earthing complete with galvanised steel earth plate electrode 600X600X 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less\"than 1.5 metres below normal ground level, connected to galvanised earth lead strip 24x 4mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 5 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed by Eng in Charge. |
| 38 | Supplying and fixing 1100 volts grade heavy duty, XLPE aluminium cable, in service connections,twin core 10 Sqmm Circural cabel, complete all as per specified and directed by Engineer-in-Charge. |
| 39 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep and getting out in hard/dense soil for laying/jointing kit/repair of cable and erection of poles complete all as specified and directed by Eng in Charge. |
| 40 | Returning and filling in two parts (i) using riddled soil obtained from excavated soil upto depth of 30 cm (8 cm below cable and remaining above cable for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil complete all as specified and directed by Eng in Charge.. Note- (i)Excavated soil shall be riddled by using sieve to separate composite particles etc as per IS - 1255-1983 and refilling in trenches as in cable cushioning. (ii) Surplus soil if any shall not be removed but left proud over the trench |
| 41 | supply, laying, fixing Double walled corrugated HDPE duct pipe of 25 mm outer dia confirming to IS-14930 (Part-II) of approved colour with fittings for cable protection complete all as specified and directed by Eng in Charge. |
| 42 | M & L for Sand cushioning on under ground cables provided with a layer of sand 8 cm deep before laying the cable and 15 cm depth after punning down and stretching the cable complete all as specified and directed by Eng in Charge. |
| 43 | Supply and lay well burntclass ‘B’ bricks as mechanicalprotection to under ground cables laying with length of the bricks equal to the width of the trench complete all as specified and directed by Eng in Charge. |
| 44 | Supply and fixing ofsheet metal enclosure double door for DBs single pole and neutral for 4 way 240 volt complete all as specified and directed by Engineer-in-Charge. |
| 45 | S&F MCBSP 40 Amp,10 KA all as specified and directed by Engineer-in-Charge |
| 46 | S&F MCB SP 06to 32 Amp, 10 KA. all as specified and directed by Engineer-in-Charge. |
