STRUCTURAL AND SPECIAL REPAIR WORKS AT IREL RESIDENTIAL BUILDING LOCATED AT GHATKOPAR WEST MUMBAI

Enabling System

Providing and erecting two legged metal tubular scaffolding (cup lock type) of width 1200 to 1500 mm largely free standing using H frames of tubular pipes of minimum 40mm diameter, with base plates fixed or adjustable with necessary clamps, coulders, brackets for projections, joint pins, pulleys and other accessories including steel angle or tubular pipe bracings at adequate intervals, access platforms of metal or timber planks of span not exceeding 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S.Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work including provision of rubber inserts to pipe ends at point of contact with structure to avoid damage, including access ladders with intermediate platforms. The scaffolding to be suitably braced and anchored to the building using support systems created temporarily at the opening in walls using vertical and horizontal adjustable props on the exterior side of building structure, up to total height of the building, above ground level. The rate includes provision of high-density plastic sheets covering to protect the entire building face nylon net to prevent all debris falling onto the pavement required and the safety platform at ground level covering the pedestrian walkways etc. complete. The elevation area of the scaffolding shall be measured for payment purpose. The payment will be made once only for execution of all items for such works. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the other existing item to be done. The material shall remain contractor’s property. Rate included for dismantling and removal of scaffolding items after completion of work.

WINDOW COVERING: - Providing and covering windows, doors or other openings with 3 to 4 mm thick plywood at all levels including securing it properly to avoid damage to the glass panels and to prevent dust entering into flats/units etc. including dismantling the same after completion of the work etc. all complete as per the direction of Consulting Engineer-in-charge.

REMOVAL OF EXISTING CEMENT PLASTER:- Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris up to a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

BREAKING/CHIPPING LOOSE CONCRETE:- Breaking / Chipping carefully the loose concrete / plaster of distressed member without damaging existing strong concrete by means of sharp chisel which should tempered regularly or high frequency low impact hammers used, cleaning the surface by water jet pressure pump at 4 to 5 kg/ sq.cm pressure to remove chlorides and loose particles, air drying the surface etc. The work should be carried out with all the safety measures like helmet, safety belt and under the supervision of qualified supervisor. (The chipped area of member / concrete will be measured) etc. complete.

REMOVING BRICK BAT COBA :- Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete.

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 50 m initial lead, for all leads including all lifts involved in Truck Load of 14-20 cumec capacity.

Structural Repair

ANTI-CORROSIVE TREATMENT: Providing and applying Anticorrosive treatment to exposed reinforcement portion for Column/Beam/Slab with one coat of alkaline RUST CONVERTER feovert/Rusticide or equivalent on exposed reinforcement after cleaning the surface with wire brush, followed by two coats of anticorrosive epoxy phenolic IPNET RB (two component system to be mixed in 1:1 proportion) /POLYALK FLXOPRIME two component inhabitant on concrete surface or equivalent rebar protection coating on exposed reinforcement after gap of 6 hrs. and concrete penetrating corrosion inhibitor EPCO KP-100/POLYALK CP 113 or equivalent over adjoining concrete surfaced.

BOND COAT: Providing and applying of bond coat approved epoxy resin EPI Bond of Krishna Conchem or equivalent before polymer plaster/concrete to have the perfect bond between old concrete and new concrete/polymer plaster surface within half an hour of after application of bond coat confirming to ASTM-C-882-87 using nylon brushes, scaffolding, labour etc. complete.

POLYMER MORTAR (15MM): Providing and applying 15 mm thick polymer mortar to load carrying R.C.C member in two layers in proportion of 1:5:15 by weight Polymer of approved quality and make, cement and quartz sand with required W.C. ratio for desired consistency and applying and finishing by floating, curing after initial setting time etc. as per manufacturer’s specification etc. complete.

POLYMER MORTAR (30MM): Providing and applying 30 mm thick polymer mortar to load carrying R.C.C member in two layers in proportion of 1:5:15 by weight Polymer of approved quality and make, cement Band quartz sand with required water cement ratio for desired consistency and applying and finishing by floating, curing after initial setting time etc. as per manufacturer’s specification etc. complete.

MICRO CONCRETE: Making up of distressed / loose / cracked / porous carbonated, loose part of concrete with fiberous micro concrete by Micron 1000 of Associated Chemicals or equivalent and repairing the damaged surface of concrete, fixing the form work / shuttering across the profile of damaged structural element;micro concrete should be mixed homogeneously. Pour the free flow ready mix micro concrete mix with 5 L to 7 L of water in the form work. The work should be carried out with all the safety measures like helmet, safety belt and under the supervision of qualified supervisor etc. complete. Item rate shall include cost of form work, shuttering etc.

NEW REINFORCEMENT STEEL: Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per instruction including cutting, bending, hooking the bars, binding with GI wires or tack welding and supporting as required complete.

M.S. PROPS/M.S CRIBS: Providing and fixing in vertical position telescopic M.S.prop and M.S cribs of sufficient load carrying capacity under beam/lintel/slab/chajjas by using teak wood battens of appropriate size for packing between prop plate/base plate and the beam/lintel/slab/chajjas bottom surface as per the directions of engineer-in-charge.

Civil Repairing Work

EXTERNAL SAND FACE PLASTER: Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete with groove all around as per approved pattern (payment for providing grooves shall be made separately).

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove.

DASH COAT:- Removing the loose plaster material and repairing the damaged wall surface with application of Dash coat of 1: 4 cement mortar and inserting brickbats or metal chips to level the surface complete as per the direction of Consulting Engineer / in-charge.

CHICKEN MESH : Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by galvanized U nails as directed etc. complete.

SEPERATION JOINT FILLING : Charges for groove cutting of 15mm x15mm deep along crack and sealing and refilling the same with epoxy mortar including cost of material, labour etc. complete.

R.C.C. JALI: Providing precast cement concrete Jali (of existing design and thickness) of Nominal Mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits.

Providing 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

Providing Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in all heights and level, complete.

FERRO CEMENT CHAJJA: Carefully removing existing MS sheet chajja with all supporting framework etc, and providing newly constructed Ferro cement Chajja approx. 100 mm thick above 75mm height at window level with M.S. Flat 65mm x 6mm thickness on support of anchor fastener 12mm x 100mm size then fixing on horizontal surface 6mm reinforcement 500 mm long @ 150mm c/c then fixing G.I. weld mesh jali 10 gauge & PVC chicken mesh throughout surface area, filling of cement mortar @ 1:3 with mixing of bonding agent @ 20% by cement weight and complete top surface Chajja waterproofing & round vatta including all drilling, shuttering & required support etc complete as per approved designed& technical specification or as per the direction of Consultant & IREL’s Engineer-in-charge.

Plumbing Works

Dismantling old pipes of all diameters including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre.

Providing and fixing G.I. pipes 50 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc. (All fittings and accessories like clamps, bracket etc. should be of same brand. No separate payment shall be made for fittings and accessories).

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, all G.I fittings, including cutting and threading the pipe etc. complete.

25 to 40 mm nominal bore

50 to 80 mm nominal bore

"CPVC PIPES: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot &cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge"

1 1/4" LOOP LINE

2 " A.C. OUT LET PIPE

1" WATER PIPE LINE

3/4" WATER PIPE LINE

1 /2" WATER PIPE LINE

4" W/C line : Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 110 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed. (All fittings and accessories like clamps, bracket etc. should be of same brand. No separate payment shall be made for fittings and accessories).

4" Rain Water line : Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 110 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed. (All fittings and accessories like clamps, bracket etc. should be of same brand. No separate payment shall be made for fittings and accessories).

4" Kitchen & Bath Line : Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 110 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed. (All fittings and accessories like clamps etc. should be of same brand. No separate payment shall be made for fittings and accessories).

2 1/2" VENT LINE : Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 75 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed. (All fittings and accessories like clamps etc. should be of same brand. No separate payment shall be made for fittings and accessories).

"Gate Valve : Providing and fixing gunmetal gate valve with C.I. wheel of approved quality"

25 mm nominal bore

32 mm nominal bore

50 mm nominal bore

Wall Piece: Providing and fixing new Wall Piece of required sizes with all necessary fittings after chipping wall and removing the existing lines, filling the joints, providing PVC sleeves on top, cutting holes in external walls into inside flats, all complete as directed by EIC.

G.I. Bracket & Clamp : Providing and fixing G.I. Brackets and Clamps of required size for GI, PVC & UPVC pipes with U Bolt complete as per the direction of Consulting Engineer / in-charge

Cleaning of underground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. Note: Alternate suitable provisional arrangement for water availability shall be made by the contractor during this work. Quoted rate shall include above provision.

Water-proofing Works

CHAJJA & BALCONY TOP WATERPROOFING: Waterproofing Treatment to chajja and balcony top by using Polymeric cementitious membrane of approved make & approved by Engineer in charge by replacing the existing waterproofing treatment. Break open the existing I.P.S. and brick bat coba of the Tank top slab to expose the bare slab. (If there are cracks on the bare slab open the crack in V Groove and fill it with P.M.M. and if there are lots of honeycombs and identified bad patches of concrete the same should be grouted by grouting procedures). Clean the entire surface thoroughly and over this prepared surface, apply three coats of polymeric waterproofing coating having a breathable non toxic acrylic polymer liquid of approved make & approved by Engineer in charge, over this waterproofing treatment, provide and lay brick bat coba of average 112 mm thickness as per methodology provided in technical specification.

TERRACE, WATER TANK LIFT, HEAD ROOM TOP WATERPROOFING: Waterproofing Treatment to Water Terrace Top by using Polymeric cementitious membrane of approved make & approved by Engineer in charge by replacing the existing waterproofing treatment. Break open the existing I.P.S. and brick bat coba of the Tank top slab to expose the bare slab. (If there are cracks on the bare slab open the crack in V Groove and fill it with P.M.M. and if there are lots of honeycombs and identified bad patches of concrete the same should be grouted by grouting procedures). Clean the entire surface thoroughly and over this prepared surface, apply three coats of polymeric waterproofing coating having a breathable non toxic acrylic polymer liquid of approved make & approved by Engineer in charge, over this waterproofing treatment, provide and lay brick bat coba of average 112 mm thickness.

BROKEN CHINA MOSAIC ON TERRACE TOP : Laying the flooring of broken China-mosaic (broken pieces of China glazed tiles) of approved colour set in 25 mm. average bed of C.M. 1:3 with waterproofing compound to correct level and slope (1:100) well compacted and finished; such that minimum coverage of China mosaic chips is about 90% of the total area of slab. The above treatment shall continue along the inner side of parapet or the adjoining wall upto 30 cm. high as per the above specifications regarding cement mortar in shape of round vata with necessary groove etc. complete.

COPING ON PARAPET TOP : Providing and casting in situ/ready-mix PCC M20 grade of trap metal for coping to head walls/parapet including centering, formwork, compaction and curing etc. complete(with reversible drum type mixer/concrete batch mix plant(pan mixer)with SCADA with fine aggregates of required specifications (VSI sand finely washed etc.)

INJECTION GROUTING : Providing & grouting the holes by Poly Ceramic Cementitious i.e. NicGrout G 06 + 53 grade cement material as per requirement to reduce the porosity of concrete / Masonry structure and to increase the strength of structure using grouting pipes, grouting m/c, mixer, etc. with adequate safety measures, with all leads and lifts, material, machinery, labour, etc. complete as per specification and as directed by Engineer in-charge. The work should be carried out under the supervision of qualified supervisor etc. complete

Pavement & General Works

General open excavation in leveling & grading in all types of soil and existing PCC surface including transportation of excavated soil and dismantled PCC to municipal approved dumping ground or spreading as directed with all necessary labour, equipments, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0 m) by mechanical means.

Rubble Soling: Providing and laying dry rubble packing of 230mm thick laid in one layers with bottom layer consisting of hard broken stone of required size and top layer consisting of stone aggregate of size 90 to 40mm blinded with sand/ gravel and well compacted to 85% of original volume complete as per technical specifications and as directed by the Engineer-in-Charge.

PCC : Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

M.S Fabrication Work – Labour Charges only Labour charges towards cutting, removal of old rusted metal parts from existing entrance gates, fence above boundary wall etc. and cutting, fabricating, fixing, welding etc new MS plates, angles, channels, bolts,MS flat, MS plate, sheet etc. complete as per direction. (Steel material shall be issued free to the Contractor, manpower and necessary tools & equipments such as welding machine, welding electrode etc. shall be provided by the contractor).

Providing and fixing 80 mm thick Lacquer finish Interlocking Paver blocks Grade M 30 of approved quality (Eurocon or equivalent), make and colour on 50 mm thick sand bedding on pavement etc. as per specifications, drawings and direction of the Engineer-in-Charge through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete.

Ceramic Anti skid Tiles Providing and laying glazed ceramic anti skid floor tiles of 1st quality conforming IS:13755, NITCO or equivalent make in colours White, Ivory, Grey, Fume red brown, laid on 20mm th. Cement mortars 1:4(1cement:4coarse sand) including surface preparation, laying of tiles, grouting the joints with white cement and matching pigments etc. complete.

Pavement & General Works

Dismantling drainage water and soil pipes up to 150mm dia including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge.

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge.

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-incharge.

Providing, laying and jointing glazed stoneware pipes class SP-1 100mm dia with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

Providing and laying uPVC underground drainage pipes 110mm dia with bends, fittings etc. as required jointed with adhesives as per manufacturer's instruction including testing of joints etc.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes and underground uPVC pipes including bed concrete as per standard design : (- combined for 100mm dia swc and pvc pipes plus 50mm tolerance)

Constructing brick masonry inspection chamber in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) with Sewer bricks conforming to IS : 4885

Extra for depth for manholes : Size 90x80 cm With Sewer bricks conforming to IS : 4885

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete With Sewer bricks conforming to IS : 4885

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With Sewer bricks conforming IS : 4885

Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 100 mm dia sand cast iron drop connection

Extra for depths beyond 60 cm of sand cast iron drop connection complete:For 100 mm dia sand cast iron drop connection

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100 x 100 mm size P type With sewer bricks conforming to IS : 4885

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil for Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre)

Painting Works

EXTERNAL TEXTURE PLASTER: Providing and applying Texture plaster with finishing with texture material of approved make in 3 to 4 millimeter thickness on previously plastered surface, including Plaster Groove 6mm thickness or Tape Grooves 35 to 45 mm thickness or as required, in all position including preparing the surface, scaffolding etc. complete.

EXTERIOR WEATHER SHIELD PAINT: Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary, and watering the surface for two days etc complete.

REMOVING OLD PAINT FROM STEEL: Removing old paint from steel and other metal surfaces and making the surfaces even with wire brush scrapping, scaffolding etc. complete.

INTERNAL PRIMER COAT: Providing and applying priming coat on concrete/ masonry/ cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

OIL PAINT ON OLD/NEW STEEL: Providing and applying two coats of oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

AVTAR INTERIORS PVT. LTD.

D B Infratech

MONALISA CONSTRUCTIONS

S.A.Sheth

BUILD CARE ENGINEERS

AJAY INFRA PROJECTS