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| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/Dense soil complete all as specified and directed.. |
| 2 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering, and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed. |
| 3 | Excavating over areas,n exc1.5 m deep and getting out in hard /dense soil complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming of soil in layers n. exc 25cm thick complete all as specified and as directed. |
| 5 | Removing excavated soil to distance exc 50m but not exc100 and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and as directed. |
| 6 | Removing excavated soil to distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and as directed. |
| 7 | M&L for PCC 1:4:8, type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed. |
| 8 | M&L for hardcore with broken stone or boulder of gauge not exc 63 mm, deposited , spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed. |
| 9 | Formwork to rough finished surface sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. |
| 10 | Formwork to rough finished surface sides of concrete of pillars,posts, struts, piers, columns and stanchions complete all as specified and as directed. |
| 11 | Formwork to rough finished surface sidesand soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs,etc. also splays between floors and beams, etc complete all as specified and as directed. |
| 12 | M&L for RCC 1:2:4, type B1 (using 20mm graded crushed stone aggregate) as 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 as directed.Note for item No. 12 to 14 : Reinforement shall be measured and paid separately under relevant item of this schedule. |
| 13 | M&L for RCC 1:2:4, type B1 (using 20mm graded crushed stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed. |
| 14 | M&L for RCC 1:2:4, type B1 (using 20mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts, complete all as specified and as directed. |
| 15 | M&L for PCC 1:2:4, type B1 (using 20mm graded crushed stone aggregate) as in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets andrailings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly roundedor chamfered angles and throating, complete all as specified and as directed. |
| 16 | M&L forchequered cement concrete tiles 20cmx20cmx25mm in floor,with white cement and pigments of approved make jointed with cement slurry and pointed with white cement mixed with colour pigment to match with the tiles over and including 15mm thick screed bed in cement mortar (1:6)complete all as specified and as directed. |
| 17 | M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cutting, bending cranking, hooking end and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. |
| 18 | All as per item No 17 above but 8mm dia bars using for stirrups complete all as specified and as directed. |
| 19 | M&L 20mm granite (of any type) work (table rubbed and polished) 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 and includingscreed bed of 15 mm thick in cement mortar (1:4) completeall as specified and as directed. |
| 20 | M&L for 100mm thick, PCC 1:4:8, type D2 (using 40mm graded crushed stone aggregate) as in sub floor complete all as specified and as directed. |
| 21 | M&L for 50mm thick, PCC 1:2:4, type B1 (using 20mm graded crushed stone aggregate) as in sub base for receiving of wearproof topping complete all as specified and as directed. |
| 22 | M&L for wearproof topping 15mm thick (incorporating an approved metallic floor hardne as per manufacture\"s instructions), laid on concrete floors and pavings, and finished even and smooth complete all as specified and as directed.Note :Metallic Harder will be measured and paid separately as \"Supply only\". |
| 23 | Supply only metallic hardner complete all as specified and as directed. |
| 24 | S&F rolled mild steel, Fe 410-W (Gde E-250) quality - A, joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed. |
| 25 | S&F rolled mild steel, Fe 410-W (Gde E-250) quality - A, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, complete all as specified and directed. |
| 26 | S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and irected. |
| 27 | M&L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A, complete all as specified and directed. |
| 28 | M&L Pre- paintedhot dip aluminium Zinc alloy metalic coated trapezoidal profile steel sheet 0.50mm thick ( Total coated thickness), any pattern corresponding to IS 15965 : 2012 of durability class 3, atmospheric classification category 3, coating class AZ 150 of an approved colour having yield strength of 550 Mpa as in roof covering/wall cladding, fixed with self tapping screwscomplete all as specified and directed. |
| 29 | S&F rolled mild steel, Fe 410-W (Gde E-250) quality - A, framed 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 fasteningt, complete all as specified and directed. |
| 30 | S&F rolled mild steel, Fe 410-W (Gde E-250) quality - A,Plates(plain or chequered) channels,square cut or notched (ordinary and counter sunk) with riveted, bolted or welded attachment, complete all as specified and directed. |
| 31 | M & L for preparation of new steel surface over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 32 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed. |
| 33 | M&L for Pre-Cast Plain Cement Concrete(1:3:6) type C1 using 20mm graded stone crushed aggregate as in bonders stone set in Cement Mortar 1:6complete all as specified and as directed. |
| 34 | M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in benching and coping, cills, hold fasts, fixing of post, water trough etc. includingnecessary formwork (straight or curved) complete all as specified and as directed. |
| 35 | M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, using 20mm thick Granite or Trap stone complete all as specified and as directed. |
| 36 | M&L for raised pointing to random or ploygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed. |
| 37 | S&F for (SWR) pipes,75mm bore single socket in any length with rubber ring joint, weep hole etc complete all as specified and as directed. |
| 38 | M&L for preparation of newly plastered/pointed surface of walls and applying three coats of white wash complete all as specified and as directed. |
| 39 | M&L for hand packing any thickness of broken stone or boulder at back of wall pitching, laid dry, hand packed tightly complete all as specified and as directed. |
| 40 | S & F post top lantern LED type 20watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete all as specified and as directed. |
| 41 | S & F LED street light fitting 35 Watt230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impactand corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and as directed. |
| 42 | S&F 1.5Sqmm, 3 core PVC insulated& sheathed copper flexible cable black including conduit pipe complete all as specified and as directed. |
| 43 | S&F sheet metal enclosure when MCB to be used 2way, single pole & neutral without bus bar, complete all as specified and as directed. |
| 44 | S&F MCBs, SP 6 to 32 Amps, 10 KA, \"C\" curve IS/IEC 60898-1 2002 marked fixing in DBs complete all as specified and as directed. |
| 45 | M&L for plate earthing completewith galvanizedmild steel plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground vertically (in earth pit not less than2.25 m deep below normal ground level) with the top edge of the earth plate at a depth not less than 1.5 m below normal ground level,the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15 cm on all sides and incl GI earth lead wire 4 mm dia or 8 SWG bolted (with GI nuts, bolts & check nuts) and earth plate electrodeat one end and connected to main switch board/ DBs etc. at the other, earth strip encased(protected) in and including 15 mm boreGIpipe medium gradewith all fittings from top of electrode to main switch board/ DBs etc fixed with and including 25 x 6mm flat iron clamps, bolts, nuts and washer and also including providing watering pipe 20mm bore GI pipe medium grade from bottom of earth pit to top of electrode complete with earth pit in PCC 1:2:4 type B-2 using 12 mm graded crushed stone aggregate, RCC cover, funnel, wire mesh including necessary excavation and earth work complete all as specified and shown in electrical plate No 3 of SSR Pt-I, complete all as specified and directed. |
