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| 1 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, in soft / loose soil and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed by Engineer-in-Charge |
| 2 | S& F Rolled sections as in main and cross beams, hip and jack rafters; purlins ,Box section where connected to common rafters and running rails and guides for sliding doors, fencing fixed with angle cleats or other connecting plates including all necessary nut and bolts in Fe 410-w (Gde E-250) Quality A complete all as specified and as directed by Engineer-in-Charge |
| 3 | M&L PCC (1:3:6) type C-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge |
| 4 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as directed by Engineer-in-Charge |
| 5 | M&L for preparation of new steel surfaces exc 10 cm in width or girth and applying 2 coats synthetic enamel paint over a coat of red oxide/zinc primer complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Taking down cement plaster on brick or concrete surfaces including racking out joints hacking for keys scrubbing down with water etc. complete all as specified and as directed by Engineer-in-Charge |
| 7 | Demolition of Cement Concrete (unreinforced) in roofs, beams , chajjas and similar works complete all as specified and as directed by Engineer-in-Charge |
| 8 | Rendering 10mm thick on fair faces on brick masonary or concrete surfaces or stone masonary in cm 1:6 over a dubbing out coat of average 10mm thick on irregular face of wall in cm 1:6 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M&L for Prepration of newly plastered surface of walls by hand held sander / long handle sander including cornices, pilasters etc complete all as specified directed and applying two coat of oil bound distemper over a coat of alkali resistant priming paint, over a coat wall care putty on walls complete all as specified and as directed by Engineer-in-Charge |
| 10 | M&L for 15 mm thick rendering on other than fair faces of external wall of brick/ stone / block masonary or concret surfaces in two layers Ist layer shall be 10mm in cm 1:6, secound and final layer shall be 5mm thick in CM 1:4 finished fair and even without using extra cement mixed with integral water proofing compound complete all as specified and as directed by Engineer-in-Charge. (NOTE: water proofing compound shall be measured & paid separately) |
| 11 | M&L Prepration of newly plastered surface of wall by hand held sander / long handle sander including cornices, pilasters etc and appliying with Airless spray two or more coats of 100 % premium acrylic emulsion paint having VOC less than 50gm/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/10Sqm over and including priming coat of exterior primer applied @ 0.9 ltr/10sqm complete all as specified and as directed by Engineer-in-Charge. |
| 12 | M&L Prepration by hand held sander / long handle sander including cornices, pilasters etc of newly plastered on ceiling complete all as specified directed and applying three coat of white wash, complete all as specified and as directed by Engineer-in-Charge. |
| 13 | M&L for 5 mm thick rendering on ceiling or concrete surfaces in cm 1:3 finish even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge |
| 14 | M&L complete removal of existing tretment by hand held sander / long handle sander washing down with Jet washer and appliying Airless spray two or more coats of 100 % premium acrylic emulsion paint having VOC less than 50gm/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/10Sqm over and including priming coat of exterior primer applied @ 0.9 ltr/10sqm complete all as specified and as directed by Engineer-in-Charge |
| 15 | M&L for preparation of old wooden surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge |
| 16 | Complete removal of existing roof treatment, removing rubbish off the premises, cleanning the surface and preparing to receive new roof treatment and applying roof treatment as under:- (a) Applying coat of bituminios primer @ 0.40 litre/ Sqm on prepared surfaces and allow to dry(the primer and the membrane to be used shal be of same manufacturer, (b) Supply and laying of minimum 3 mm thick APP modified polymeric membrane weighting not less than 3 KG/ Sqm black finish reinforcement with non woven polyster matt with help of torching with proplane or abutance gas using torch with minimum 75 mm side overlap and 100 mm end overlap. (c) two coat of approved aluminium paint over membrane complete. (d) all overlaps and joints shall be sealed as per manufacturers instruction complete all as specified and as directed by Engineer-in-Charge |
| 17 | Roughening surfaces of old concrete surfaces by picking, sweeping clean and washing down with water to remove dust, etc incl brushing neat cement slurry with 3.0 kg of cement per sq metre complete all as specified and as directed by Engineer-in-Charge |
| 18 | M&L for Cutting out cracks to V-section in existing roofs or terracing, cleaning out, wetting, grouting with cement and sand slurry 1:3 complete all as specified and as directed by Engineer-in-Charge |
| 19 | M&L for Rendering 10 mm thick in CM(1:3) with using water proofing compound on fair faces of brick work/ Fasia and roof surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge |
| 20 | M&L for PCC 1:2:4, type B0 (using 12.5mm size stone aggregate) as levelling course complete all as specified and as directed by Engineer-in-Charge |
| 21 | M&L for racking of cracks upto 5 mm wide ,preparation and crack filling with ready to use crack fiber reinforced filler /chemical based crack fillers by approved manufacturer and filling as per manufacturer instructions in walls,roofs of any type or size (Make: Pidilite/dr fixit,fosroc, or equivalent as specified) complete all as specified and as directed by Engineer-in-Charge |
| 22 | M&L for racking of cracks exc 5 mm but not exc 10mm wide ,preparation and crack filling with ready to use crack fiber reinforced filler /chemical based crack fillers by approved manufacturer and filling as per manufacturer instructions in walls,roofs of any type or size Make: Pidilite/dr fixit,fosroc, or equivalent as specified) complete all as specified and as directed by Engineer-in-Charge |
| 23 | Removing the plant/growth of any description size, any location of external surfaces of walls shafts by cutting & remvoing the roots completely spraying the suitable chemical (each plant 100 ML) in the removed portion to avoid re-growth & making good damaged portion to match the existing surfaces by PCC (1:2:4) type B0 using 12.5 mm graded aggregate complete all as specified and as directed by Engineer-in-Charge.(Chemical :- Gramzone/Roundup or equavalent suitable chemical to remove/destroy the plants/roots) |
| 24 | Removal of all loose/unsound/bad/damaged concrete or plaster existing RCC structure of slab/beams/walls/chajja by using chesel/hammar .Cut and remove unsound reinforcement bars, wires etc without damaging the sound reinforcement . clean loose rust from bars manually with brush . fixing new supplymentary bars if required,either by tying it with existing bars or by welding on it. Applying eppoxy bonding agent and making good with polymer modified plaster/micro concrete as required thickness over a coat of rust removing alkaline primer and match the finishing to the existing surface in ground floor including formwork complete all as specified and as directed by Engineer-in-Charge. Note :- Reinforcement shall be mearsured and paid seperately. |
| 25 | Supply only of Intergral water proofing compound as per manufactures instruction complete all as specified and as directed by Engineer-in-Charge |
| 26 | Taking up or down steel tubing of 25mm dia and connections including remove to store complete all as specified and as directed by Engineer-in-Charge |
| 27 | Supplying and laying of 25 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape in any requirement complete to walls and ceilings or laid in floors iincluding all connected brass cpvc fitting sand cutting grooves, filled with CM1:6 complete all as specified and as directed by Engineer-in-Charge |
| 28 | Dismantling water tank of capacity exc 250 & n exc 500 ltrs and removing from site complete all as specified and as directed by Engineer-in-Charge. |
| 29 | S & F 500 liters rotaional moulded polyethylene water storage tank, double layered (cylindrical vertical with closed top cover) as per IS-12701-1996 and PTMT 20mm ball valves/ float valve high pressure with epoxy aluminium rod and high density plastic ball screwed for iron pipe and fixed (minimum weight 20mm - 210 gms) , hoisted and fixed in position including necessary arrangements for fixing inlet, outlet & over flow pipe & provision of wash out pipe etc, complete as specified in SSR Part-I complete all as directed by Engr -in-charge. |
| 30 | Dismantaling floor, hearth or wall tiling including cement mortar bedding(but not backing) removing servicable tiles to store and rubbish off premises. complete all as specified and as directed by Engineer-in-Charge |
| 31 | M&L for screed bed or bedding layer 15mm thick in CM 1:4 on floor to receive tile complete all as specified and as directed by Engineer-in-Charge |
| 32 | S&F vitrified tiles 8 to 10 mm thick area of each tiles n exc 0.36 Sqm in floor , skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed by Engineer-in-Charge |
| 33 | M&L Hard core of guage n.exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge |
| 34 | M&L for 100mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregates) as in sub base, flooring , mass concrete etc complete all as specified and as directed by Engineer-in-Charge |
| 35 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-Charge |
| 36 | Demolition of brick work or stone/boulder masonary built in CM including all quoins, arches, pillars, etc but excluding ashlar, facing, dressed stone work and pre-cast concrete articles complete all as specified and as directed by Engineer-in-Charge |
| 37 | M&L for Brickwork with fly ash moudular bricks built in CM (1:4) , straight or curved on plan exc 6m mean radius, complete all as specified and as directed by Engineer-in-Charge |
| 38 | M&L for Providing cement concrete 1:2:4 type BO (using 12.5mm graded aggregate) in cills, steps, seismic and other similar bands plinth coureses string courses lacing courses parapets and railing copings kneelers apex bed plates kerbs. etc.. water troughs and the like including wethering slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge |
| 39 | M&L Rendering 15mm thick on fair faces on brick masonary or concrete surfaces in cm 1:6 finish even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 40 | M&L for Prepration by hand held sander / long handle sander including cornices, pilasters etc of newly plastered on ceiling and applying three coat of white wash, complete all as specified and as directed by Engineer-in-Charge |
| 41 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and as directed by Engineer-in-Charge |
| 42 | S&F in repairs 25 mm dia gun metal, globe or gate valve, with iron wheel head, screwed both ends for iron pipe/upvc pipe complete all as specified and as directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
