REPAIRS TO ROOF CHAJJAS PLASTERING WATER PROOFING TREATMENT ETC IN CERTAIN BLDGS AT AFAC

Amount

Removal of Plants/ Shrubs grown on walls/ slabs/beams by making holes or demolition of concrete etc and including applying suitable chemical for killing the roots of Plants, filling of holes with concrete and making good complete all as specified and directed.

Chipping/removing loose concrete in cloumns/beams/ chajjas/roof slab etc. up to reinforcement bars without damaging the reinforcement, removing all the loose material and to make all the exposed surface free from dust and all impurities etc complete all specified and directed.

Removing corrosion of steel reinforcement by mechanical means like wire brushing, chipping to remove loose rust and then applying rust removal solution Reebaklens RR of Fosroc or equivalent by using brush application, leaving the surface for at least 15 to 30 minutes, then removing loose materials by scrubbing or with brush and applying anti corrosive coating to reinforcement Nitozinc primer of Fosroc or equivalent all as recommended by product manufacturer and as directed by E-I-C complete all as specified and directed..

M&L for providing additional reinforcement by welding or by any established methods to increase the strength of RCC as directed by Engr-in Charge. Note:- Making and filling of holes for anchoring rods will be measured and paid separately.

Drilling 12mm dia holes up to a depth of 75mm maximum and fixing 8mm dia L shaped anchor rods as shear connectors at every 300mm c/c on the surfaces of the columns/beams or any other structural member as the case may be. Clean the same using water and make sure that there are no fine particles present in the hole. Fill the drilled and cleaned holes to a minimum depth of 2/3rd of the hole with the Lokfix E75 of Fosrock or equivalent. Make sure that the resin has reached till the end of the hole. At this stage push the shear connector gently in to the hole and finish the excess resin which comes out of the hole and allow the shear connectors not to be disturbed for minimum 20 minutes complete all as specified and directed.

Providing and applying one coat of structural grade epoxy coat by brush of approved make . Mixing of two components will be as directed by manufacturer and all as directed by Engr-in-Charge. Make suure that it should be applied not more than 5 hours before application of micro concrete/polymer mortar etc complete all as specified and directed.. Make :- Nitobond EP of FOSROCK or equivalent

Providing and applying n exc 40 mm thick (In layers of each 10mm thick) Shrinkage controlled, polymer modified, fibre reinforced cementitious repair mortar Renderoc SP 40 of Fosroc or equivalent mixed with water in a water & powder ratio 0.18 in ceiling of roof slab/Chajjas/Beams/Parapet walls etc . Note:- Quoted rate for this item and relevant items are deemed to be included for providing scaffolding for working in patches (Approx n exc 1 Sqm) upto a height of 15 Mtr complete all as specified and directed.

Taking down existing loose or damaged APP membrane patches n exc 2 sqm by cutting the required patch and prepare the patch to recive new membrane treatment and providing APP based polymeric water proofing membrane 4 Kg/Sqm incorporating a centre core of 90 micron thick HMHDPE film including coating the surface with a coat of water based bituminous primer @ 0.2 Kg/sqm followed by a coat of blown bitumen of grade 85/25 or 90/15 @ 1.2Kg/Sqm each at top and bottom of the membrane complete including sealing all joints by thermo fusion with minimum 15 cm end overlap all as per manufacturer's instructions complete all as specified and directed.

Hydraulically pressed burnt clay tile plain of size 200x200x19/20mm machine made laid over & including cement mortar screed 15mm thick in CM 1:4 mixed with water proofing compound and jointed pointed in CM 1:3 mixed with 5% crude oil by weight of cement after taking out existing damaged tiles in patches n exc 2 sqm all as specified and directed by Engr-in-Charge.

Supply and application of single component, seamless, spray applied, hybrid elastomeric PU based material i.e Nitoproof 725 of Fosroc chemicals (or) sikalastic 590 of Sika India Pvt Ltd (or) equivalent in any approved make as approved by GE over a coat of primer i.e Nitoproof WB primer of Fosroc chemicals (or) diluted sikalastic 590 of Sika India Pvt Ltd (or) equivalent in any approved make as approved by GE, in patches n exc 3 Sqm all as specified and directed by Engr-in Charge

Demolition of reinforced cement concrete in other than ground floors landings, chajjas and similar work (reinforcement cut as required to facilitate demolition) complete all as specified and directed.

M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for coloumn, hooking ends and binding with and including mild steel wire (annealed) 0.9mm dia or securing with clips complete all as specified and directed.

M&L reinforced cement concrete type 1:2:4 B1 (using 20mm graded aggrigate) as in chajja complete all as specified and directed. Note:- Quoted rate for this item and relevant items are deemed to be included for providing scaffolding upto a height of 15 Mtr complete all as specified and directed.

M&L for Formwork to flat chullah hoods, chajja, troughs and similar items including edges and fair finished surface complete all as specified and directed.

Taking down cement plaster on brick or stone walls, ceilings, etc including racking out Joints, hacking for key, scrubbing down with water, etc

M & L Rendering in CM 1:3, 5mm thick on fair faces of brick work or concrete surfaces on ceiling complete all as specified.

M & L for preparation of newly plastered surfaces and applying three coats of white wash on ceiling.surface all as specified.

M&L for Rendering with WPC in CM 1:4, 15mm thick on othe than fair faces of brick work or concrete surfaces all as specified and directed. Note : WPC shall be measured and paid separately

M & L prepaeation newly plastered of wall surfaces and applying two coats of cement base paint over a coat of primer all as specified and as directed directed by Engr-in-charge.

Supply only Intergral waterproofing compound

Taking up or down and refixing steel/PPR/CPVC tubing and connections, for 15mm bore complete all as specified and directed.

All as per item No.65 above but for 20 mm bore

Taking up or down 15mm bore steel /PPR/CPVC tubing or any other pipe and connections, and removing to store for taking in account of credit and fixing of CPVC pipes 20mm outer dia SDR 13.5 & Plain CPVC SDR 11 fittings onwalls/ceiling or laying in floors complete all as specified

Taking up or down 20 mm bore steel /PPR/CPVC tubing or any other pipe and connections, and removing to store for taking in account of credit and fixing of CPVC pipes 25mm outer dia SDR 13.5 & Plain CPVC SDR 11 fittings onwalls/ceiling or laying in floors complete all as specified

Disconnecting existings PVC water tank 500 Ltr capacity , setting a side (or lowering if required) for repairs, claening, etc. and hoisting if required reconnecting and refixing in position. (Cleaning repairings, etc. measured sepaeately).

S&F in repair moulded polyethylene 500 ltr water tank storage tanks (double layer) (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and directed by Engr-in-charge.

S&F Female Brass Threaded Adaptor (FTA/ FBTA) for CPVC pipe outer dia 32mm.

S&F Tank Adaptor for CPVC pipe outer dia 32mm.

S&F Tank Adaptor for CPVC pipe outer dia 25 mm.

S&F Tank Adaptor for CPVC pipe outer dia 20 mm.

S&F union for CPVC pipe outer dia 20 mm.

S&F union for CPVC pipe outer dia 25 mm.

S&F in repair Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms)

S&F CPVC gate valve suitable for 25mm outer dia pipes

S&F CPVC gate valve suitable for 20mm outer dia pipes

S&F in repairs vitreous china wash down water closet pan (Pedestal pattern), white including seat cover and flush pipe etc complete all as per specified and as directed by Engineer-in-Charge.

S&F in repair for PVC (SWR) multi floor trap of 75mm dia with grating including jointing with solvent cement etc complete,all as specified and directed.

S & F in repair PVC (SWR) pipe 110mm dia single sockted in any length with rubber ring joints fixed to wall complete all as specified and directed.

S&F in repair PVC (SWR) bends 110mm radius complete all as specified and directed.

S&F in repair 110mm PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.

S&F in repair 110mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

S & F in repair PVC (SWR) pipe 75 mm dia single sockted in any length with rubber ring joints fixed to wall complete all as specified and directed.

S&F in repair PVC (SWR) bends 75mm radius complete all as specified and directed.

S&F in repair 75mm PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.

S&F in repair 75 mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortor bedding (but not backing to stone and rubbish off the premises complete all as specified and directed.

M&L for Screed bed or bedding layer of mortor 15 mm thick in CM 1:6 for laying floor finishes all as specified and directed.

M & L for Non-skid coloured ceramic tiles 7 to 8mm thick (square / rectangular) area of each tile exceeding 0.18 Sqm but not exceeding 0.38 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface all as specified and as directed by Engr-in-charge.

Taking down shutters of any description exc 1.00 Sqm but not exc. 2 Sqm each and refixing in the same opening after easing and adjusting and all as specified and directed.

Removal of debries /building material out side the campus including loading and unloading , etc to a distance n. exc 5.00 Km but n. exc 10.00 Km out side the MD land complete all as specified and directed. Note: Location and premission of depositing the building materials/disposal out side the MD land shall rest with contractor at his own arrangement.

R K BUILDERS

UNIQUE INDIA CONSTRUCTIONS

p.chinnasamy