8182Provision of Permanent Covered Decorated shed For Main Entrance At OTM Complex, Vijay Nagar, Hut Bay

Amount

NOTE: 1. The bidders/ contractors are advised to read tender documentts and all corrigendum/ amendments and General conditions of contracts before entry/ quoting the rates. 2. It is highlighted that the certain condition of General condition of contracts (IAFW- 2249) has been modified as direction of MOD i.e inclusion of performance security, deletion of risk & cost provisions and increase in defect liability period all as specified in tender document.

Demolition of PCC of any description and in any position not otherwise specifically provided for(un-rainforcement ) and removal of rubbish/ demolished materials out of MD land complete all as specified and directed by Engineer In Charge.

Excavating over areas, n exc 1.5 m deep and getting out of soft soil complete all as specified and directed by Engineer In Charge.

Excavating over areas, exc 1.5 m deep and n.exc 3m deep and getting out of soft soil etc complete all as specified and directed by Engineer In Charge.

M&L for providing cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) in fdn filling and mass concrete etc complete all as specified and directed by Engineer In Charge.

M&L for use and waste of steel Formwork to 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 etc complete all as specified and directed by Engineer In Charge.

M&L RCC M-30 design mix using 20mm graded 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 directed by Engineer In Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm etc complete all as specified and directed by Engineer In Charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in soils etc complete all as specified and directed by Engineer In Charge.

M&L for Formwork to sides of Column square or rectangular in plan for rough finished surface of concrete and the like upto a height of 6.00m from ground level complete all as specified and directed by Engineer In Charge.

M&L RCC M-30 design mix using 20mm graded aggregate columns upto a height of 6.00m from ground level complete all as specified and directed by Engineer In Charge.

M&L for use and waste of steel Formwork to sides and soffits of , lintels beam , Tie beam shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc and the like upto a height of 7.00m from ground level complete all as specified and directed by Engineer In Charge.

M&L RCC M-30 design mix using 20mm graded aggregate in beams, cantilevers, bressummers, lintels over 1.5m span upto a height of 7.00m from ground level complete all as specified and directed by Engineer In Charge.

M&L form work for fair finished surfaces of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) and the like upto a height of 7.00m from ground levelcomplete all as specified and directed by Engineer In Charge.

M&L RCC M-30 design mix using 20mm graded aggregate as in slabs supported on walls, beams and columns in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like upto a height of 7.00m from ground level complete all as specified and directed by Engineer In Charge.

Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, ending spirally for hoopingfor columns, hookingends and bindingwith and includingmild steel ire(annealed) not lessthan 0.9mm dia or securing with clips and the like upto a height of 7.00m from ground level complete all as specified and directed by Engineer In Charge.

Ditto, but 5mm dia and over upto and including 10mm dia n stirrups, spacers and binders etc complete all as specified and directed by Engineer In Charge.

M&L for Pre-cast cement concrete block masonry Type C1 (1:3:6) 20mm aggregate with solid blocks, exc. 10 cm in width and setting in mortar (1:6), etc complete all as specified and directed by Engineer In Charge.

M&L rendering 10 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 etc complete all as specified and directed by Engineer In Charge.

M&L 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 etc complete all as specified and directed by Engineer In Charge.

M & L for rendering 5 mm thick in cement plaster 1:3 on concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer In Charge.

M&L for decorative Mangalore tiles, white house roof design style of red colour of any size as directed by GE fixed with necessary adhesive and bedding layer of mortar 20 mm thick for laying floor finishes in CM 1:3 etc:complete all as specified and directed by Engineer In Charge.

M&L for decorative Mangalore ridge tiles,white house roof design style of red colour of any size as direted by GE, fixed with necessary adhesive complete all as specified and directed by Engineer In Charge.

S&F for 3mm thick aluminium composite panal Cladding/ ceilling in plain of approved colour / shade to beam / column / slab in circular / rectangular shape, comprising Aluminium tubular hollow section 50mmx25mmx2mm frame work of rectangular size not exceeding 900mm c/c on both sides and fixing of existing MS pipe purlin / rafter / column to hold ACP cladding and the Anchoring of the ACP cladding to the RCC columns shall be done with 6mm MS brackets & clamps (hot dip galvanized to 80-100 micron thick) including all offsets,bending and clits whereever required to give the required shape and shape and design the grooves between the ACP panels shall be sealed by inserting bond breaking backer rod and by application of high performance structral silicon sealant DC-995 from inside, and DC-789 from outside as manufactured by Dow corning or Silprut/Ultraprut GE sealant filling the joints inside and outside to make cladding air/water tight, including suspension wire wherever required and fixing as per manufactur instraction etc complete all as specified and directed by Engineer In Charge. Make :Aluvations, Viva,Prime bond, Indo bond or Equivalant. Note : Approved colour and degion by GE. and Item is required to be carried out at height upto 6 m above GL. Rate deemed to include for all necessary scaffolding and protective measures to work at above height.

M&L for 18-20mm thick granite (of any type) work table rubbed and polished as in jambs, pillar, cills etc and the like in cement mortar (1:4) including pointing in white/ coloured cement (1:2) using marble dust with admisture of pigment to match with shade of granite including cutting any type and fixed with Kerakoll Brand - Boi Flex Gray adhesives of stone tile and thickness of adhesives approx 5-6 mm thick combed with notched trowel and placed and tapped properly to ensure complete coverage of backside of tiles over adhesives including cleaning.preparation of newly plastered surface to be tilled and making it free from wax, grease, polish, paints and includiung rendering in CM (1:4), 10mm thick cement plaster as in backing coat of brick/concrete surface with necessary adhesives finished rough to receive wall claddings etc all as per manufacturers instructions complete all as specified and directed by Engineer In Charge. Note : (a) Strictly apply the adhesive paste to cover whole area of brick side of tile which can be fixed with 10-15 minutes (makes : Kerakoll Brand - Boi Flex Gracy sone tile adhesives / Roff stone tile adhesives/ Dr Fixit Fevimate TL tile fixing adhesive.

Rounding and moulding to edges of stone slabs one edge, such as in steps, cooking platform and other similar situations complete all as specified and directed by Engineer In Charge.

Material & Labour for preparing new plastered wall/ ceiling surfaces of wall and 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 including preparation of surface of walls,complete all as specified and directed by Engineer In Charge.

M & L for preparing newly plasterd wall/Ceiling surfaces of walls and applying two coats of distemper oil emulsion over 1 mm thick wall care putty and a coat of primer on plastered and other surfaces with alkali resistant priming paint etc complete all as specified and directed by Engineer In Charge.

M&L Hard core of broken stone or boulders of gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolling with power roller exc. 8 tonne & n.exc. 12 tonne to a true surface complete all as specified and directed by Engineer In Charge.

M & L for cement concrete 75mm thick 1:4:8 (40mm graded aggregate) type D2. as in sub baseetc complete all as specified and directed by Engineer In Charge.

Spreading and levelling of Sand/ grit cushioning below interlocking tiles etc complete all as specified and directed by Engineer In Charge.

M&L for Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape & size conforming to IS 15658-2006 of 80 mm thickness, M-40 grade etc complete all as specified and directed by Engineer In Charge.

M&L for pre cast Machine pressed cement concrete 1:2:4 type B-0 (using 12.50mm graded stone aggregate) as in kerbs stones and fixing all as per manufacturer instructions etc size shall be decided and directed by GE

M&L for Moorum filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as pecified and directed by Engr-in-Charge.

Material and labour for Point wiring complete with 1100 volts grade, 1.5 Sqmm (nominal area), single core, PVC insulated, unsheathed, multi-stranded copper conductor cable FRLS drawn through and including medium grade, rigid, nonmetallic PVC conduit of suitable size not less than 20mm dia, with all necessary fittings, concealed in wall/ roof /floor duly earthed with one run of single core cable of same discription but green in colour as continuous earthing wire connected to common earth dolly including 1.6mm thick fabricated MS sheet terminal box, flush mounting in the wall for mounting switchs/ switche socket combination/ fan regulators etc., covered with 3mm thick plastic laminated sheet complete all as specified and directed by Engineer In Charge for the following :- (a) One light point controlled by one Switch

Supply and fix on modular switch 1 way 6A, 1 module complete all as specified and directed by Engineer In Charge

Supply and fix Ceiling rose, PVC/ polycarbonate, isolated body with three terminals, ISI marked complete all as specified and directed by Engineer In Charge

Supply and fix steel sheet factory made double door, powder coated MCB DB with bus bar 200 Amps, Neutral link, earth bar, double door type SPN 4 way, 220 volts MCB as incomer complete all as specified and directed by Engineer In Charge.

Supply and fixing LED luminaire 600 mm x 600 mm, 35/36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size complete all as specified and directed by Engineer In Charge.

Supply and fixing amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB), SPN, 32 A, capacity in the MCB DB complete with connection testing and commissioning complete all as specified and directed by Engineer In Charge.

Supply and fixing amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB), SP, 6-32 A, capacity in the MCB DB complete with connection testing and commissioning complete all as specified and directed by Engineer In Charge.

Material and labour for sub main wiring with two runs of single core FRLS PVC insulated, multistranded unsheathed copper conductor cable of size 4 square mm and drawing through casing and capping of suitable size with accessories along with one run of 4 square mm PVC insulated unsheathed multi stranded 1100 volts grade with copper conductor cable as earth continuity conductor connected to earth and earth dolly, connecting to main board duly making good the disturbed wall surfaces to match with the surroundingscomplete all as specified and directed by Engineer In Charge. Note: 3 runs of 4 sqmm cableand 1 run of PVC casing and capping of suitable size with accessories shall be measured as 1 unit .

Material and labour Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed by Engineer In Charge.

Deduct Credit for Demolished/ Dismantled material Rs. (-) Nil listed in Schedule of Credit.

R B RAJESH (BID ID -3488205)

KBR CONSTRUCTIONS (BID ID -3488874)

Island Agency (BID ID -3491970)