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| 1 | Demolishing brick work in cement mortar manually / by mechanical means including stacking of serviceable materials and disposal of unserviceable materials within 50 meter leads as per direction of Engr -in- Charge |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 100 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil |
| 3 | M&L for (1:4:8) (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm in sub base nominal size derived from natural sources) including the cost of centering shuttering and finishing |
| 4 | M&L for random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer-in- charge. |
| 5 | Brick work with common burnt clay F.P.S ( non modular ) bricks of class designation 7.5 in superstructure above plinth level up to floor 2nd floor level in all shapes and sizes in cement mortar (1:6) complete Ordinary rock as per of Engineer-in-charge. |
| 6 | Rendering 15mm thick in cement mortar C:M (1:4) on external wall surfaces in two layers, finished even and smooth and direction of Engineer-in-charge. |
| 7 | Providing and laying cement concrete in retaining walls, return walls ( any thickness) incluidng attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, sunken floors etc upto floor five level excluding the cost of centering shuttering and finishing :- (i) 1:2:4 (1 cement : 2 coarse sand ( zone -III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources ) |
| 8 | Returning filling in trenches incl spreading , levelling watering & well ramming in layers n. exc 25 CM thick, complete all as specified and directed by Engineer-in-charge |
| 9 | Providing and fixing steel E165 (Fe 290) confirming to IS 2062 -2006 work in gratings, frames, guard bars, ladders, railing, brackets, purlings, gates and similar works welded in built up sections / frames work, incluidng cutting, hoisting, fixing in position and applying priming coat of approved steel primer using structural steel as required all as specified and directed by Engr In- Charge |
| 10 | Painting on new steel surface ( two or more coats ) incluidng a coat of approved steel primer ( red oxide primer) with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade all as specified and directed by Engr In- Charge |
| 11 | Finishing wall New work ( Two or more coats applied @ 1.43 litre/ 10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre / 10 Sqm with 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 |
| 12 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 5km initial lead, for all leads including all lifts involved. |
| 13 | Making plinth protection 75mm thick of cement concrete (1:3:6) ( 1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20mm nominall size derived from natural sources) of 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand , including necessary excavation, levelling & dressing & finishing the top smooth. |
| 14 | M&L for hardcore broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers not exceeding 10 cm thick, watered and rammed to a true surface directed by Engineer-incharge.Ordinary rock |
| 15 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 16 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface and Removing water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 17 | Demolition reinforced cement concrete (reinforcement cut as required to facilitate demolition)reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removal of debrish out side of MOD land. |
| 18 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc and removal of debrish out side of MOD land. |
| 19 | Demolition un-reinforced cement concrete of any description and in any position not otherwise specifically provided for . |
| 20 | M&L for ProvidingType B1 (1:2:4) ,20 mm graded cemment concrete in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m 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 not provided or in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 21 | M&L for Brick work with Fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 |
| 22 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement. |
| 23 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:6) and finished even and smooth without using extra cement. |
| 24 | Preparation of newly plastered or unplaster surface and applying two coats of distemper oil emulsion on walls over a coat of primer incl 3mm thick wall care putty on walls complete all as spd . |
| 25 | M & L for Preparation of new plastered surfaces and applying two coats of weather proof antifungal Acrylic Exterior emulsion paint of approved make and shade over a coat of approved primer as recommended by the manufacturer over a coat of putty to make surfaces smooth all as required and as directed by Engineer in Charge. |
| 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 |
| 27 | S & F Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') |
| 28 | S&F Colour coated galvalume aluminium zinc coating GI based corrugated/ style pattern steel sheet 0.50mm thick fixed to steel frame using L or J bots with washer in roofs including crumping of corrugated galvalume sheet and making good joint frame, complete all as specified and directed by Engr-in-charge. |
| 29 | S&F Colour coated galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick fixed to steel frame using L or J bots with washer in roofs including crumping of corrugated galvalume sheet and making good joint frame, complete all as specified and directed by Engr-in-charge. |
| 30 | M&L for providing and fixing false ceiling with light weight 19mm thick mineral Armstrong tiles of size 595x595mm of model prima fine fissured RH 99 suspended on silhouette profile suspension system of grid made from hot dipped GI steel section notary stitched double webbed power coated white consisting of main T- runner 42mmx14mm and 0.30mm thick and cross T of size 33mmx 14mm and 0.30mm thick placed at 60cm centre having width of flange 14mm with a 6mm reveal profile (Blace). The grid system to be rested on the periphery wall/partitions on a W-profile wall section made of pre-coated galvanized steel of dimension 3.0mm long x (15mm+10mm) x22.5mm and laying false ceiling for services like diffusers grill including cutting, making opening for services like diffusers grill light fitting, fixture smoke detectors etc. Wherever required main T-runner to be suspended from ceiling using GI suffix cleats of size 25mm x 35mm x 1.6mm fixed to ceiling with 6mm dia and 50mm long dash fastener, 4mm dia GI adjustable rods with galvanized level adjustment clips spaced as required, all complete at all height as per specification, drawing and incl dismantling old false ceiling all as per direction of Engr in Charge. |
| 31 | Excavation in trenches in Hard/dense soil, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc. or for shafts, wells cesspits, manholes, pier hole etc. and getting out, complete all as specified and directed by the Engineer -In –charge |
| 32 | Excavation in trenches in soft disintegrated rock, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc. or for shafts, wells cesspits, manholes, pier hole etc. and getting out, complete all as specified and directed by the Engineer -In –charge |
| 33 | Removal of excavated soil to a distance not exc 5kmcomplete all as specified and directed by the Engineer -In –charge |
| 34 | M&L Plain cement concrete (1:3:6) type C-2 using 40mm graded aggregate as in foundation, filling and mass concrete complete all as specified and directed by the Engineer -In –charge |
| 35 | Material and labour for reinforced cement concrete pipes, 150mm bore, class NP2, laid and jointed complete with collars all as specified and as directed. |
| 36 | M&L Plain cement concrete type C-2, (1:3:6) using 40mm graded stone aggregate as in concrete bed including packing under & haunching against sides of pipes after the pipe are laid and tested for 150mm complete all as specified and directed by the Engineer -In –charge |
| 37 | Demolition of brick work or stone masonry built in cement mortar or lime mortar including all quoins arches, pillars etc complete all as spd & directed |
| 38 | M&L brick work with sub Class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) in any location, complete all as specified and directed by the Engineer-in-charge. |
| 39 | Demolition of reinforced concrete in ground floors/pavings n.exc 15cm thick below or above ground level in patches (repairs). |
| 40 | M&L for cement concrete (1:2:4), type B-1, using 20mm graded mechanically crushed stone aggregate as in coping, bed block benching, kerbs, mud stop, rounded or chamferred on edges including necessary form work/moulds complete all as specified and directed by the Engineer -In –charge |
| 41 | M & L for TMT bars 8mm dia and over cut to length, bent to shape required including cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia all as directed |
| 42 | M & L for pre-cast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) in cover slabs including necessary from work etc., complete all as specified and as directed.Note:- Reinforcement shall be measured and paid separately. |
| 43 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil incl removing from Govt land minimum 5km away all complete all as directed. |
| 44 | Rolling and consolidation of formation surfaces in cutting with power roller exceeding 8 tones & not exceeding 12 tones. |
| 45 | M&L for 100 mm thick hard core of broken stone boulder of gauge not exceeding 63 mm, deposited spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface. |
| 46 | M&L for PCC (1:4:8) type D2, 100 mm thick (using 40 mm graded stone aggregate ) as in sub base. |
| 47 | M&L for PCC (1:2:4) type B2, 50 mm thick (using 20 mm graded stone aggregate ) as in hard standing finished the surface smooth and even without using extra cement and spike rolling to surfaces or making impressions of expanded metal whilist the concrete is green complete all as specified and as directed. |
| 48 | M&L for PU coated machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment (approved by GE) confirming to IS 15658-2006 of 60mm thickness, M-35 grade including laid over 50mm thick sand cushion bed and preparing the surface to uniform level to receive tiles complete all as specified and as directed. |
| 49 | Providing precast cement concrete in Type B1, 1:2:4 (20mm graded aggregate) for kerb stone complete all as specified and as directed. |
| 50 | M&L cement concrete Type C2 1:3:6 (40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and as directed. |
| 51 | Rendering 10 mm thick on brickwork or concrete surfaces in cement mortar 1:4 and finished fair and even complete all as specified and as directed. |
| 52 | M&L cement concrete Type B2 1:2:4 (40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and as directed. Please Enable Macros to View BoQ information |
