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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10sqm on plan) including getting out, ramming of bottom surfaces and disposal of surplus excavated earth lead upto 50 m and lift upto 1.5m, in any type of soil as directed by Engineer-in-Charge. |
| 2 | All as per Item No 01 here in beforebut exc 1.5 m and upto 3.0m depth complete all as specified and directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 4 | Surface excavtion n.exc 30 cm deep and averaging 15 cm deep soft and loose soil complete all as specified and directed. |
| 5 | Material and Labour for forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed. |
| 6 | M&L cement concrete Type D2 1:4:8 (40mm graded aggregate) in foundation filling and mass concrete, complete all as specified and directed. |
| 7 | M&L Brick work with fly ash brick, old size bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 8 | M&L for reinforced cement concrete Design Mix M-25 using 20mm graded stone aggregate as in rafts, footings, foundation, Plinth beam etc complete all as specified and directed. |
| 9 | M&L for reinforced cement concrete Design Mix M-25 using 20mm graded stone aggregate as in Chajjasetc complete all as specified and directed. |
| 10 | M&L for reinforced cement concrete Design Mix M-25 as in Eaves/Gable beams, cantilevers, breassummers and lintels over 1.5m span complete all as specified and directed. |
| 11 | M&L for reinforced cement concrete Design Mix M-25 using 20mm graded stone aggregate as in Column, pillar piers, Post & struts etc complete all as specified and directed. |
| 12 | M&L for steel form work to concrete foundation, footings, raft beam, Plinth beam ofin flat surface and rough finished surfaces of concrete complete all as specfied and directed. |
| 13 | M&L for steel Formwork to chullah hoods, chajjas, troughs and similar items including edges in flat surface and rough finished surfaces of concrete complete all as specfied anddirected. |
| 14 | M&L for steel form work to side and soffit of lintel beam, Eaves/Gable beams etc ofconcrete surface complete all as specified and directed. |
| 15 | M&L for steel formwork to sides of pillars, posts, struts, piers, columns and stanchionsin square or rectangular surface and rough finished surfaces of concrete complete all as specfied and as directed. |
| 16 | M & L for PCC 1:5:10 type E2 (40 mm graded aggregate) as in sub base flooring complete all as specfied and as directed. |
| 17 | M&L 100mm thick cement concrete (1:4:8) type B-2 using 40mm graded stone aggregate as inflooring complete all as specified and directed. |
| 18 | M & L for Steel work in tubular trusses including special shaper washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed. |
| 19 | S&F mild steel purpose made bolts of diameter of neck exc 16 mmwith hexagonal or square head one end and screwed the other or screwed both ends, each screwed ends to be fitted with washers and one hexagonal or square 40 cm long complete all as specified and directed. |
| 20 | S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachementconforming to Fe 410 W (Grade E-250 ,quality \"A\" ) complete all as specified and directed. |
| 21 | S&F of Bands, straps, supports or stays for rainwater, ventilating pipes, wind ties including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three waystraps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. |
| 22 | M&L for framework of Steel doors, 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;and similar work and hung as gates, including pintle hinges, stops,hand-made sliding bolts, etc conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 23 | M&L for 1.25mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as specified & directed. |
| 24 | S&F TMT steel bars 10mm dia and over, 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 complete all as specified and directed. |
| 25 | S&F TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spaces and binders, cut to length bent to shape required, including crancking bending spirallyfor hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9 mm dia or securing with clip quality complete all as specified and directed. |
| 26 | M&L for Steel ventilator with top hung shutter including hinges, steel peg stay, lugs as in hold fast with locking arrangements, complete all as specified and directed. |
| 27 | M&L for Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550MPA as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 28 | M&L for pre painted galvalume aluminum Zinc coating GI based plain steel sheeting 0.5mm thick of any colour having tensile strength of 550 MPA as in ridge ,gutters etc fixed with self tapping screws as specified complete all as specified and directed. |
| 29 | M&L for 75 mm thick,plain cement concrete1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection etc, finishingsurface even and smooth without using extra cement including making joints with bitumastic filling in proportion of bitumen and sand 1:3 by weight complete as specified and directed.(Note : The concrete shall be laid at a stretch n.exc 3.0 m in length and every turning/ corners complete all as specified and directed. |
| 30 | M&L for 10 mm thick rendering in CM 1:6 on other than fair faces of brick work & finished the surfaces even and smooth without using extra cement complete all as specified and directed. |
| 31 | M&L for 15 mm thick renderingon fair faces of brick work or concrete surfaces of wallsetc 10 mm thick im CM 1:6 and 5 mm thick inCM 1:4incl water proofing compound as per manufacturers instruction & finished the surfaces even and smooth without using extra cement, complete all as specified and directed. Note : WPC WILL BE MEASURED AND PAID SEPERATELY. |
| 32 | M&L for rendering 5 mm thick using CM (1:3) on ceilingsurfaces complete all as specified and directed. |
| 33 | M&L for applying three coats of white wash including preparation of newly plastered wall surfaces complete all as specified and directed. |
| 34 | Material & Labour for applying 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/ 10sqm over new surfaces complete all as specified and directed. |
| 35 | M&L for Preparation of new plaster surfaces of ceiling and applying three coats of white wash on ceiling, complete all as specified and directed. |
| 36 | S&F 3mm thick sheet glass, ordinary quality and glazing with oil putty in squares not exceeding 0.5 Sqm in each pane complete all as specified and directed. |
| 37 | Supply only water proofing compound complete all as specified and directed. |
| 38 | Returning filling in, including spreading, levelling watering and well ramming in layer not exc 25 cm thickcomplete all as specified and directed. |
| 39 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 40 | Material and labour for preparation of new steel or iron surfaces of any description over over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed. |
| 41 | M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. |
| 42 | M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per squaremetre of surface complete all as specified and directed. |
| 43 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. |
| 44 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. |
| 45 | M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified & directed. |
| 46 | M&L of Glass dividing strips 38mm wide, 3 mm thick inserted in position complete all as specified and directed |