L BLOCK P 366 OF WARDROOM AND PROVISION OF INSPECTION LADDER SAFETY PARAPETS TO CERTAIN OTM BLDGS AND SPL REP TO BLDG NO P 330 DSC GALLEY AT INS SHIVAJI LONAVLA

M&L for brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specifed and directed by Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding removing serviceable tiles and rubbish off the premises etcand removal of rubbish/ demolished materials out of MD land complete all as specified and directed by Engineer-in-Charge.

M&L for Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 etc: complete all as specified and directed by Engineer-in-Charge.

M&L for Rendering 10 mm thk in CM (1:4) as in backing coat of cement plaster for laying of wall tiles etc: complete all as specified and directed by Engineer-in-Charge.

S&F Non Skid (coloured) ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc complete all as specifed and as directed by Engineer-in-Charge.

Dismantling stone slabs and tiles of any description or thickness in kitchen platform and similar work laid, bedded and pointed in cement mortar complete all as specified and directed by Engineer-in-Charge.

M&L for 20 to 25mm thick machine cut and machine polished cudappa stone slab for kitchen platform jointed and set in CM 1:3 Over a screed bed of 15mm and fixed including rounding to edge of stone slabs one side edge etc complete all as specified and as directed by Engineer-in-Charge

M&L for machine cut granite 18 to 20 mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills,cooking platforms and like laid over & including 15mm thick bedding /backing coat in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of slab complete all as specified and as directed by Engineer-in-Charge.

M&L for Preparing newely/Old plastered surface and primng with alkali resistant priming paint and applying 2 coats of oil bound distemper on walls over 3 mm thk wall care putty

Material & Labour for applying Two or more 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/ 10 sqm over new surfaces.

emoval excavated surplus soil to a distance n.exc. 50 m and depositing where directed by Engineer-in-Charge at level n.exc. 1.5 m above the starting point all as directed by Engineer-in-Charge.

M/L for rendering 10mm thick in cm 1:4 on concrete roof and chajja surface to get a unform level surface for laying of membrane treatement all as directed by Engineer-in-Charge.

M&L for earthing complete with galvanized GI earth plate electrode of size 600x600x6.00 mm, buried directly in ground (earth pit not less than 2.25 mtr below normal ground level) with top edge of earth plate not less than 1.5 mtr below normal ground level connected to galvanized iron strip 25 X 4 mm by means of volts, nuts, check nut and galvanized iron or steel including earth work in any type of soil, charcoal salt 15 cm around the earth plate as shown in electrical plate No 3 of SSR part1991,20 mm dia watering pipe medium grade 1.50 mtr long GI protection pipe light grade 15 mm dia from earth pit to main board. Note :- maximum length of GI protection pipe with each earth shall not be less than 7.5 mtrs) including necessary pit with cover , including testing on complition.

Supply and laying factory cast, unreinforced precast concrete cable cover factory made embossed the mark “LT CABLE” class LV type1 flat size 250x150x40 mm laid in trenches as specified and as directed by Engineer-in-Charge.

Supply, installating, commissioning and testing of commercial kitchen mechanical chimney comprising of the following items: (i) Exhaust hood regular type mounted centrally/on wall ,rectangular shape 7 foot long and 3 foot wide made out of 0.8 mm thick SS(316 grade) sheet with SS Grease Filters (SS 316) with suitable size SS grills. (ii) SS ducting (24 SWG)(SS 316) 15 foot long with mild steel brackets for fixing/mounting on ceiling/ wall, suitable flanges & connections, Tee, Elbows etc. to extract the fumes.(iii) SS ducting (24 SWG)(SS 316) 15 foot long with mild steel brackets for fixing/mounting on ceiling/wall, suitable flanges & connections,Tee,Elbows etc for recirculating cool air. (iv) Centrifugal exhaust Blower driven by 3HP, 1440 RPM, 415V, 50 Hz, 3 phase electric induction motor with suitable damper for achieving 3000 CFM as per site condition with heavy guage SS casing having robust construction, flanges at both end, die cast aluminium impeller having aerofoil design with adjustable pitch angle with and including civil work complete all as per specified and as directed by Engineer-in-Charge.Note: (a) All civil works such as making opening in brick/stone walls including to make good to match with the surroundings, mounting plinth for blower motor assembly etc, shall be carried out by the contractor and the cost of the same shall be deemed to be included in the rate quoted. (b) All mild steel brackets,supports, clamps, flanges etc., as required shall be carried out by the contractor and the cost of the same shall be deemed to be included in the rate quoted. (c) Wiring and control switches as required shall be measured separately under appropriate items of BOQ. (d) Test certificate for motor , blowers, etc ,shall be submitted duly tested from NABL accredited lab.

Supply only integral waterproofing compound.

Cement concrete Type B2 1:2:4 (40 mm graded aggregate) in foundations, filling and mass concrete

Completely removing existing water proofing treatment of any descriptions and any type including top layer of plaster / china mosiac wherever occurs over roof and chhajja surfaces scrubbing the surface with wire brush and cleaning wash down with water to receive new cement plaster / PCC layer and removing the waste material / debris to a distance exc. 1500m n.exc. 2000m etc complete all as specified and directed by Engineer-in-Charge.

Mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends,Diameter of neck in 16 to 20 mm each screwed end to be fitted with washers and one hexagonal or square nut Length exc 22.5cm and n exc 30cm long

M&L for preparation of new steel surfaces, of any description, not otherwise described, over 10 cm in width or girth and applying two coats of anti-corrosive epoxy(poly Urethane based) over a coat of epoxy primer of approved make complete all as specified and directed by Engineer-in-Charge.

M/L Pre-cast cement concrete block masonry with Type C-1 1:3:6 (20MM graded agg) solid blocks, exc. 10 cm in width and setting in CM 1:6,complete

Excavation in trenches n.exc 1.5m wide n.exc 1.5m deep for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 Sqm on plan and n.exc 1.5m depth and getting out in hard dense soil complete all as specified

Returning filling in sof/loose soil incl. spreading levelling watering and well ramming in layer n.exc. 25 cm thick.

Demolition of cement concrete (unreinforced) in floors and in any description

M&L for PCC 1:2:4,type B-1(using 20mm graded aggregate.) as in coping.

Note for Sl item No 1 to 48 :- (i) Unit rate quoted shall include for necessary scaffolding, trestles, ladders & cradles required for execution of the work and protective works. (ii) Necessary spreading and removing coverings to doors, windows, floors, fittings etc to protect them from splashes and cleaning of the doors/windows and floors after carrying out painting shall be made by the contractor.

M & L 15mm thick rendering on fair faces of brick work or concrete surface in cement mortar (1:4)for external surface finished even and smooth without using extra cement.

Material & Labour for applying Two or more 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/ 10 sqm over new surfaces.

S&F Triple pole and neutral (6Way) Double door, (VTPN) suitable for and including MCCB 4 pole, 160 amps, 16 KA as incoming (compact) Earth and neutral bus bar of capacity upto 200 amp 8 ways,IP 43 protection , shrouded neutral bar & pan assembly with flexible connecting link in the wall with suitable nut and bolt including matching the existing surface all as specified and directed by Engineer-in-Charge , Make Havells or equivalent indoasian/Standard.

S&F MCB DB SPN 12 ways double door with 240 Volt, 200 amps rated bus bar with all accessories flush in the wall including matching the existing surface all as specified and directed by Engineer-in-Charge Make:Havells QVE series or equivlent legerend/standard/indoasian

Supply and lay in trenches / along the wall / floor pipes GI light grade of size 50 mm dia with and including all fittings and accessories including taking down old U/S pipe complete all as specified and and directed by Engineer-in-Charge for cable protection

M&L for sub main wiring drawing through PVC casing and capping with four runs of single core 6 sq mm and Four runs of 6.0 sq mm as earth wire of stranded copper conductor PVC insulated and unsheathed cable of 1100 volts grade all as directed by Engineer-in-Charge.Note:- Four run of 6 sqmm wire and Two run of 6 sqmm wire and One run of PVC casing caping will be measured as one running meter.

Excavation in trenches n. exc. 1.5 M in width and 1.5 M in deep for laying of pipes and getting out in Soft / loose Soil complete as specified & directed by Engineer-in-Charge

Returning, filling including spreading, leveling, watering and well ramming in layers not exc 25cm in soft/soil complete all as specified and directed by Engineer-in-Charge

Removing excavated material n. exc. 50 M away and depositing where directed by Engineer-in-Charge at a level n. exc. 1.5 M above the starting point complete all as specified and as directed by Engineer-in-Charge.