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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC 385 GROUND FLOOR GANESH MURTI NAGAR CAPTAIN PRAKASH PETHE MARG BACKBAY BUS DEPOT CUFFE PARADE COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹39.9 L+₹6.7 L (20.1%)Rejected-Finance A 303 SHREE KRISHNA COMPLEX CO OP HSG SOC LTD WESTERN EXPRESS HIGHWAY OPP NATIONAL PARK BORIVALI E MUMBAI 400066 | MUMBAI SUBURBAN | MAHARASHTRA | 400066 | L2 | Rejected-Finance Other than being lowest | |
| 3 | L3₹40.3 L+₹7.0 L (21.0%)Rejected-Finance | L3 | Rejected-Finance Other than being lowest | |
| 4 | L4₹41.9 L+₹8.6 L (26.0%)Rejected-Finance 25 13 1 AMBEGAON PATHAR PUNE 411046 | PUNE | MAHARASHTRA | 411046 | L4 | Rejected-Finance Other than being lowest | |
| 5 | L5₹42.9 L+₹9.7 L (29.0%)Rejected-Finance | L5 | Rejected-Finance Other than being lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
17 May 2022, 6:00 pmClosed
CWE (NW) Mumbai
Commander Works Engineer NW Dr Homi Bhabha Road Navy Nagar Colaba Mumbai 05
CERTAIN ESSENTIAL REPAIRS TO JOINERY FLOORING SANITARY FITTINGS ROOFING AND STRUCTURAL REPAIR TO CERTAIN BUILDINGS LIKE INS ANGRE INS AGNIBAHU HQMNA BLDG ETC UNDER AGE BR II UNDER GE NW KUNJALI
2022_MES_518010_1
8449/CWE (NW) Mumbai/ E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) KUNJALI
Class C
7 documents required · 7 mandatory
₹1,000
Yes
GE (NW) Kunjali
₹1.1 L
Yes
7 Jun 2022
12 Apr 2022
19 May 2022
12 Apr 2022
17 May 2022
3 May 2022
12 Apr 2022 - 30 Apr 2022
Amount
Taking down chowkats or frames but n exc 1.5 sqm each but with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge.
Taking down chowkats or frames exc 1.5 sqm but n exc 4 sqm each but with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge
Taking down shutters of any description exc 1 sqm and n exc 2 sq.m each complete all as specified and directed by Engineer-in-Charge
Taking down shutters of any description n.exc 1.00 Sqm each complete all as specified and directed by Engineer-in-Charge.
Supply and Fixing 2nd class hard wood (sal) plain, solid, straight chawkhats and frames, wrought, framed, rebated on the solid rounded or chamfered, put together with glue pinned at joints complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 35mm thick factory made 2nd class HW rail & stile plain framed , panelled shutter ( two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS: 1003 ( Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing factory made, 2nd class hard wood 35 mm thick, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass/gauze etc complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 30mm thick 2nd class hardwood glazed and skeleton shutters open rebated and prepared to receive glass, gauze, etc. divided in to squares,with plain, chamfered or rounded , mitred and rebated sash bars,any numbers ; edges of framing plain, chamfered or rounded , fitted with cut and mitred beads for securing glass, etc., sizes of members of shutters as specified in SSR Part I, Section 8 clause 8.24 (b) ; supplied and fitted to chowkhats of Second class hard wood complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 40mm thick flush shutters, solid core construction, with block board core and ply wood face panels, commercial type on both side complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, in opening as per specifiecation and drawings complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing factory made solid panel PVC door shutter 30mm thick style consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width struck inside with solvent cement forstyle and plain colour PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottom rail, panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the styles & rails with suitable PVC sheet beading and jointed together with solvent cement supply & fixing in the frame at site. complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repair powder coated aluminium (minimum 25 micron thickness of coating) of various section as required for doors, window & partion/Ventilator etc including fixing and making the frames hinges to receive glass/wire gauge etc. Complete incl all fittings like rubber beading, clips locking arrangement, handle, tower bolt for shutter, sealant etc complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repair aluminium grill with and including suitable aluminium anodised frame F/H section as requird manufactured by M/S Decogrill as per design No DG- 102, 7.5 mm thick complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel stapple etc.
Supply and Fixing in repairs stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel stapple etc complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs 18/19 mm thick prelaminated partical board exterior grade prelaminated one side with lamination and other side balancing white lamination fixed with screw to frame work cupboard etc including 6 mm thick teak wood beading all around complete complete all as specified and directed by Engineer -in-Charge.
All as per item No 17 above but 9 mm thick pre-laminated partical board fixed in repairs complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 12mm thick prelaminated medium density fibre board,interior grade, prelaminated both side with decorative choice lamination fixed with screws to aluminium frame work complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 300 mm long aluminium alloy, sliding door bolt with hasp & staple (bolt type) and fixing clips of sheet cast or extruded section and fixing bolts and sliding bolts complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing for aluminium anodized barrel tower bolts 200 mm of extruded section and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing for aluminium anodized barrel tower bolts 150 mm of extruded section and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 150 mm size aluminium alloy handles, febricated type extruded section, ISI marked all as specified complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing butt hinges 100 mm mild steel hinges medium weight and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing butt hinges 100 mm stainless steel hinges medium weight and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing butt hinges 75 mm mild steel hinges medium weight and fixed complete all as specified and directed by Engineer -in-Charge.
Material and Labour for MS flat for hold fast. Conforming to Fe-290-0 or Fe-165 complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs 125 mm long floor door stopper of aluminium door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 12mm thick plywood ,grade bwp type BB, fixed with screws to timber frame as in paneling/partition complete all as specified and directed by Engineer -in-Charge.
Material and Labour 0.9mm thick decorative texture finish laminate type 1 , of surface finish colour and pattern as approved fixed with adhesive as per makers instruction complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 1st class hard wood moulding as in cornices , joints of wall panelling board etc sectional area not exc 6 sqcm incl necessary french polishing complete all as specified and directed by Engineer -in-Charge.
Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc including all necessary scaffolding as required and rubbishing off the premises etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour Plastering 15mm thick in CM 1:6 on brick surfaces, finished with Neeru finish on walls complete all as specified and directed by Engineer -in-Charge.
Rendering 20mm thick in two coats(15mm inner coat 5mm finishingcoat) on brick work or concrete surfaces in cement mortar 1:4 finished even and fair including mixing integral water proofing compound in the proportion as mentioned in manufacturer's instructions including necessary scafolding for high rise bldgs etc complete all as specified and directed by Engineer -in-Charge. (Water proofing compound to be measured and paid for separately).
Material and Labour Plastering 5mm thick in CM 1:3 on concete surfaces as in ceiling finished even & smooth without using extra cement in ceiling complete all as specified and directed by Engineer -in-Charge.
Supply only integral water proofing compound complete all as specified and directed by Engineer -in-Charge.
Material and Labour for chipping, removing carefully concrete work by low impact hammer breakar without damaging the structure & cleaning and disposal of debries out side the premises etc complete as directed by Engr-in-Charge, hard concrete should not be removed by force including necessary scafolding for high rise bldgs etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour for clean existing reinforcement with wire/rotary wire brush, making the surfaces free from loose material dirt etc complete applying two coats of alkaline rust converting primer FEOVERT confirming to ASTM-B-117, on the rebars, including cleaning the reinforcement wire brushing to remover loose rust spalls with time interval of 6 hour between the coats and applying protective coating IPNET-RB complete all as specified and directed by Engineer -in-Charge.
Material and Labour for replacement of steel reinforcement with TMT bars of appropriate size where 20% of cross section is reduced including dismantling of rusted steel including application of rust converter FEOVERT and applying protective coating IPNET-RB complete all as specified and directed by Engineer -in-Charge.
Material and Labour for carry out application of Bi-polar migratory corrosion inhibitor EPCO-KP-100/Protectsil CIT/Ferogard 903 on concrete surface (This inhibitor shall have migratory kind of properly which permits the material to migrate to a vertual extent of 100 mm through pores of concrete, inhibiting the corrosion and de-passivating the Electro-chemical reaction. It should have properly to attack anode as well as cathode, which is purely alkaline in nature (pH-9.5) so it has not carcinogen activity with concrete complete all as specified and directed by Engineer -in-Charge.
Material and Labour for providing and applying structural grade EPIBOND-21-LP prior to application of any type of mortar plaster confirming to ASTM-C-882-91 (Arizona Slant Shear Test) to ensure bond between old concrete and new concrete complete all as specified and directed by Engineer -in-Charge.
Material and Labour for Building up the profile of structural members by using latex additives(MONOBOND) modified air cured mortar system (Polymer modified mortar) (1:5:15 = 1 monobond-5Cement-15 sand) -in damaged areas in 30mm thickness including leveling profliling and scaffolding for high rise buildings etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour for Providing and applying jacketing around columns/RCC members with Micro concrete (Molith-MC) M40 including all lifts, shuttering, drilling holes and fixing shear anchor as per specification complete.Note: Reinforcement shall be measured and paid separately.(Rates including jacketing, formwork and micro concrete) complete all as specified and directed by Engineer -in-Charge.
Material and Labour for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes in structural members at the intervals of 500 center to center in staggered manner or as directed by Engr-in-charge in RCC structural element. Work shall be carried out as under :- (i) Cleaning of holes. Clean the holes by air blower prior to fixing nozzles. (ii) Fixing of nozzles. Insert 12mm dia. Rohibb Teflon nozzles in cleaned holes. External end of nozzles to be machine to receive outlet of grouting gun.Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Cure the system for min.12 hrs. (iii) Cutting of nozzles. Cut the nozzles by chisel after completion of grouting without damaging structural elements complete all as specified and directed by Engineer -in-Charge.
Material and Labour for Injecting of site cement slurry grout, in the ratio 1:2 (1- Cement, 2-water) including super plsticizer (Supercom-100) 250 ml/50 Kgs. Mixing shall be done by mechanical mixer continuously stirring mechanically to keep cement particles in suspension. Injection of approved/specified grout by means of pump at a pressure of 0.5 Kg/cm2 etc complete till the grout mix flows out from the nozzle indicating complete filling of grout in the holes drilled. (for repair to wall & slab) complete all as specified and directed by Engineer -in-Charge.
Material and Labour for Injecting low viscosity MONOPOL (3-5cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories till nozzles refuses to accept the grout, Including,Mixing of materials:Mixing of material components(part a&b) in the required quantities as per manufacturer's instruction by weigh batching.Grouting maintain the pressureat exit(0.5 to 1.0 kg/cm2) by monitoring pressure guage at exit.Grout the material through prefixed nozzles in the structural elements@ 100ml per nozzle. Repeat the process for all the nozzles. (Beam and columns) complete all as specified and directed by Engineer -in-Charge.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles and disposing off complete all as specified and directed by Engineer -in-Charge.
Material and Labour 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 specified and directed by Engineer -in-Charge.
Material and Labour for brick work with sub class 'B' bricks straight or curved on plans to any radius in half brick thick walls built in cm (1:4)
All as per item No 48 above but except bricks
Dismantling wall and ceiling boards (fibre, pulp, insulation, etc) or insulation boards/slabs/blankets any thickness including cover fillets etc complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 5mm thick PVC sheet fillet of width 35 mm for wall paneling inclusive of fixing on to wall vertically with screws and C/C deistane 30 CM to make PVC frame as per specification and drawing complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing PVC wall /ceiling paneling consisting of 5 mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing complete all as specified and directed by Engineer -in-Charge.
Material and Labour for false ceiling made out of 600x600x 4 to 6 mm thick ceiliing board / tiles deep panel suspensor system made out of powder coated GI sheet main tee of size 23.50x40x0.63mm and cross tee of size 23.50x23.50x0.63mm and angle size 19x19x0.63mm including 3mm GI wire for suspending bolts necessary washers nut/clits/pin hook etc. for securing frame work to ceiling to the snap grid all as directed by Engr-in-charge including provn of necessary holes / cuttings for providing light/fan as required including making necessary recesses / projected pattern complete all as specified and directed by Engineer -in-Charge
Material and Labour for POP false ceiling using 600X900x12 mm thick plaster of paris with gypsum binder sheet decorative type and necessary provision for concealed type light fittings, fixed on 22 gauge GI channel grid work, main joist of size 50x25 mm spaced at 750 mm centre, secondary joist of size 75X20 mm fixed to main joists spaced at 900mm, suspended to roof members using 25x25x2 mm GI angles and fasteners @ 1.2 M C/C, including dismantling old un serviceable flase ceiling, complete all as specified and directed by Engineer -in-Charge..
Supply and Fixing in repair 12mm thick, toughened glass for door shutters, partitions, shelves etc with and including fitting and fixtures such as glass handles ss studs, fittings for door pivots etc c complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing roller/venetian blinds vertical/horizontal type made out of standard cloth of approved texture with necessary accessories etc complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc as specified erected in position and securing runners with holdfasts and brackets complete all as specified and directed by Engineer -in-Charge.
Demolition of cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer -in-Charge.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer -in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors; ladder; framed balusters; walk ways, railings, frame work for water tanks and similar work conforming to Fe 290 Gd E-165 complete all as specified and directed by Engineer -in-Charge.
Material and Labour for 100 mm thick cement concrete 1:4:8 type D-2 (40 mm graded stone agg) as in sub base complete all as specified and directed by Engineer -in-Charge.
Material and Labour 100 mm thick cement concrete type B-1 , 1:2:4 (20 mm graded stone agg) as in hardstanding laid in alternate panel complete all as specified and directed by Engineer -in-Charge.
Material and Labour for machine pressed precast concrete inter locking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 Grade, glossy finished of approved colour laid over and including 25 mm thick fine sand cushion to a line and slope etc and joined complete including spreading screened river sand over surface for filling the joints with rising surface vibrator etc complete all as specified . complete all as specified and directed by Engineer -in-Charge.
Material and Labour for machine pressed cheqered cement coloured tiles of size 250mmx250mmx20mm thick mix with grey cement and pigment laid over 15mm thick screed bed in CM 1:4 set and jointed and pointedin neat cement slurry in floors complete all as specified and directed by Engineer -in-Charge.
Providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded stone agg) as in lintels upto 1.5 M clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, roof kerbs, water troughs and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer -in-Charge.
Material and Labour for RCC 1:1.5:3 nominal mix (20mm graded stone agg) 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.
Material and Labour for RCC 1:1.5:3 nominal mix (20mm graded stone agg) as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified and directed by Engineer -in-Charge.
Material and Labour for RCC1:1.5:3 nominal mix (20mm graded stone agg) as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer -in-Charge.
Form work rough finished 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 complete all as specified and directed by Engineer -in-Charge.
Form work rough finished to sides of pillars,posts,columns complete all as specified and directed by Engineer -in-Charge.
Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings , girders, bressummers, lintels, cantilevers, shelves including supports overhangs, etc also splays between floors and beams etc rough finished surface of concrete complete all as specified and directed by Engineer -in-Charge.
Material and Labour mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer -in-Charge.
All as per srl item No. 74 above but 5mm dia and over including 10mm dia in stirrups, spaces and binders etc complete all as specified and directed by Engineer -in-Charge.
Dismantling plain or corrugated steel/AC roof sheets any gauge, thickness, including Nainital or similar pattern roof covering complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, chajjas, fixed with self tapping screws complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, chajjas, valley gutter, ridge and fixed with crumple joint etc fixed with self tapping screws as specified. complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing for 1.50mm thick plain , galvanised mild steel sheeting in ridges , valley gutters,drip and other suitable arrangements over MS brackets Trapezoidal shape of required profile with desired slope etc complete all as specified and directed by Engr-in charge .
Material and Labour for rolled mild steel section as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors ; fixed with angle cleats or other connecting plates conforming to grade Fe 290 (Gde-E-165) complete all as specified and directed by Engineer -in-Charge.
Dismantling stone slab and tiles of of any description or thickness laid bedded and pointed in any mortar in floors, aprons etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour 20 mm thick Granite (of any type) work (table rubbed and polished) as in steps, jambs, pillars, window- cills,cooking platforms, working table and like over 20 mm thick screed bed or bedding layer in cement mortar (1:4), including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed by Engineer -in-Charge.
Material and Labour for machine cut cudappa stone slab 20-25 mm thick fixed independently and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer -in-Charge.
Material and Labour for machine cut kota stone slab flooring 18 to 20 mm thick as in steps, landings, floors etc laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing,mirror polishing incl making 02 Nos grooves in steps over & incl 20 mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer -in-Charge.
Material and Labour for machine cut kota stone slab 18 to 20 mm thick as in skirting/vertical surfaces jointed and pointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, polishing and 15 mm thick backing coat in cement mortar 1:4 complete complete all as specified and directed by Engineer -in-Charge.
Rounding to edges of stone slabs on edge, such as in steps, cooking platform and making grooves for lining and other similar work complete all as specified and directed by Engineer -in-Charge.
Material and Labour for roughening surfaces of old concrete surfaces by picking, sweeping cleaning and washing down with water to remove dust etc including taking down tarfelt and 15 mm thick screeding in cement mortar 1:4 finished even and smooth without using extra cement including mixed with water proofing compound as per manufacturer instructions (WPC shall be measured and paid separately) complete all as specified and directed by Engineer -in-Charge.
Material and Labour PCC 1:2:4 type B-0 (using 12.50 mm graded aggregate) cement concrete as a leveling course on roof surfaces and coping etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour for applying a coat of bituminous primer 0.25 Kg/Sqm on prepared surface of plaster as per manufacturer's instructions, manufactured by the same agency of APP membrane. After applying of bituminous primer applying evenly a coat of bitumen 85/25 at the rate of 1.2 kg per sqm incl cleaning surfaces. Providing and laying five layered 4 mm thick APP (Atatic poly propylele) modified polyester reinforced water proofing membrane with minimum weight of 4.60 Kg/Sqm, as specified here-in-after. The APP membrane shall be laid using torch on application with minimum 100 mm side overlap and 150 mm end overlap. The laying of membrane shall be got done through an authorised applicator of manufacturer of the membrane. The APP membrane shall be taken upto minimum 200 mm on vertial surfaces. The edge of the membrane shall be sealed with sealant. The rain water gutter portion shall be finished with cement mortar 1:4 to provide requisite slope towards rain water pipe outlet. Notes :- (i) Irrespective of lap the net covered area shall only be measured and paid (ii) The quoted rate shall be deemed to be inclusive of bituminous primer and a coat of bitumen 85/25 at the rate of 1.2 Kg per Sqm for APP membrane omplete all as specsified and directed by Engineer-in-Charge.
Demolition of existing treatment of any type and preparing the surface by cleaning the concrete surface with wire brush and a high pressure water jet and ensure that it is free of dust, oil grease, loose particles vegetation roots etc and filling crackswith plymer modifed mortar using smartcare RP or Epoxy mortar including Martial and labour for laying padding cement concrete in terrace 1:2:4 type B-0 (using graded stone aggregate) of 50mm average thickness maintaining 1:30 slope finishing with 10 mm thick cement mortar 1:3 as specified and directed by Engr-in-Charge. Material & labour for High performance hybrid polyurea elastomeric waterproofing spray applied SmartCare Hypertron Hybrid liquid membrane with an elongation of 600% and tensile strength of more than 13 N/mm2 as per ISO 527 type 5 , shore A Hardness of min. 85 as per ISO 868, and crack bridging ability of 3.5 mm as per ASTM C1305. The system includes final base preparation, epoxy primer application and applying SmartCare Hypertron Hybrid or approved equivalent in two coats with a consumption of 2kg/sqmt, etc., complete as per Manufacturere specifications complete all as specified and directed by Engineer -in-Charge.
Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer -in-Charge.
Material and Labour Apply evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sqm including cleaning surface complete all as specified and directed by Engineer -in-Charge.
Material and Labour for lime concrete with 40mm brick aggregate in lime mortor 1:3 complete all as specified and directed by Engineer -in-Charge.
M/L PCC 1:3:6 type C-2, 100 mm thick as in sub base for sunken slab/floor complete all as specified mixed with WPC 3% by weight of cement, finished even and smooth without using extra cement. (WPC shall be measured and paid separately).
Material and Labour for 20 mm thick cement screed in cement mortar 1:3 mixed with liquid water proofing compound FOSROC's complast 421 IC @ 130 ml per bag of cement including a bonding coat of FOSROC's Nito bond AR cement slurry for sunken slab/floor complete all as specified ( liquid water proofing Compound are measure separately ).
Dismantling floor, hearth or wall tiling including cement mortar bedding ( but not backing), removing serviceable tiles to store and disposing the rubbish to the out side of MD land complete all as specified and directed by Engineer -in-Charge.
Dismantling cast iron or reinforced concrete drain pipes of dia upto 100 mm jointed in cement mortar fixed to wall of high rise buildings and taking out from trenches as required complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 100 mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls with MS clamps complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 75 mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls with MS clamps complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs CI Bends100 mm bore (any radius), diminishing pieces or tapers ( larger bore measured) complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs CI Bends 75 mm bore ( any radius), diminishing pieces or tapers ( larger bore measured) complete all as specified and directed by Engineer -in-Charge.
Material and Labour in repairs Cast iron nahani trap with grating including jointing to waste pipe run lead 100 mm complete all as specified and directed by Engineer -in-Charge.
Taking down PVC wastage and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 160mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls with ms clamps complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 160mm dia bore PVC (SWR) bends any radius complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 110 mm bore PVC (SWR) bends any radiuscomplete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 75 mmbore PVC (SWR) bends any radius complete all as specified and directed by Engineer -in-Charge.
Taking up or down existing GI water tubing complete with all fittings of 15 mm bore complete all as specified and directed by Engineer -in-Charge.
Taking up or down existing GI water tubing complete with all fittings of 20 mm bore complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing GI tubing medium grade with all fittings like Tee, bend, elbow etc, 15 mm bore fixed to walls or ceilings with saddles/spacers complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing GI tubing medium grade with all fittings like Tee, bend, elbow etc, 20 mm bore fixed to walls or ceilings with saddles/spacers complete all as specified and directed by Engineer-in-Charge.
Supply and Fixing in repairs Vitreous China wash down water closet pan ( pedestal pattern) , white (excluding fixing bolts, flushing cistern and flush pipe) fixed in repairs
Supply and Fixing in repairs, Plastic water closet seat, black or white closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs water closet squatting pan (Orissa pattern) 580x440mm, white with integral foot rests including connecting to trap and to flushing pipe antisyphonage pipe including making good to floor (excluding flushing cistern and flush pipe) complete all as specified and directed by Engineer -in-Charge.
Supply and fix cast iron 'P' trap 100mm dia complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs fancy type CP Pillar taps 15 mm dia, cast copper alloy , with capstan heads, screwed down high pressure ,with long screwed shanks and fly-nuts , screwed for iron pipe and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs fancy type bib taps, chromium plated cast copper alloy 15mm bore with crutch or butter fly handle, screwed down, & fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs fancy type angle valve chromium plated cast copper alloy 15mm bore with crutch or butter fly handle complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repair wash hand basin vitreous china white (flat back) of size 550x400mm including bracket 15mm dia 32mm dia waste coupling and 32mm dia PVC waste pipe 90cm long etc. complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing PVC connections 15 mm size with PTMT nuts of length 600mm complete all as specified and directed by Engineer -in-Charge.
S/F in repairs PVC valveless syphonic action type ,flushing cistern Low level white, with inlet ball valve ,float and handle 10 Ltr capacity including brackets complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs Flush pipe of Polyethylene of low or high density or PVC 32 mm dia. for low level cistern complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs Soap dish any type fixed to plugs with chromium plated brass screws complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing vitreous china urinal, half stall type white (excluding flushing cistern, flush pipe ) but including PVC waste pipe , providing and fixing plugs bedding urinal against wall in cement mortar 1:2 securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement and fixing automatic flushing cistern with brackets, flush pipe, grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern trap and waste pipe) fixed in repair complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing vitreous china urinals, bowl type , flat back, size 465X355X265mm, white, with grating and union for discharge pipe, complete including providing and fixing plugs, bedding urinal against wall in CM 1: 2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement , fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe.(Exclusive of fixing supply pipe to flushing cistern , trap and waste pipe), fixed in repairs complete all as specified and directed by Engineer -in-Charge.
Disconnection existing tanks, setting aside (or lowering if required) for cleaning etc and hoisting and reconnecting and re-fixing in the same position capacity exc 250 Ltr and n.exc 500 Ltr complete all as specified and directed by Engineer -in-Charge complete all as specified and directed by Engineer -in-Charge.
Dismantling water tank of capacity exc. 250 Ltrs but n.exc. 500 ltrs complete all as specified and directed by Engineer -in-Charge.
Dismantling water tank of capacity exc. 500 Ltrs but n.exc. 1000 ltrs complete all as specified and directed by Engineer -in-Charge.
Dismantling water tank of capacity exc. 1000 Ltrs but n.exc. 2000 ltrs complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing rotational moulded polythylene water storage tank of 500 ltr capacity (Cylindrical vertical with closed top) hoisted including 20 mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for inron pipe and fixed (minimum weight 210 grms ) all as specified in SSR Part I complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing rotational moulded polythylene water storage loft tank tank of 300 ltr capacity hoisted including 20 mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for inron pipe and fixed (minimum weight 210 grms ) all as specified in SSR Part I complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing rotational moulded polythylene water storage tank of 1000 ltr capacity (Cylindrical vertical with closed top) hoisted including 20 mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for inron pipe and fixed (minimum weight 210 grms ) all as specified in SSR Part I.
Supply and Fixing rotational moulded polythylene water storage tank of 2000 ltr capacity (Cylindrical vertical with closed top) hoisted including 20 mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for inron pipe and fixed (minimum weight 210 grms ) all as specified in SSR Part I.
Supply and Fixing in repairs 20 mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (minimum weight 210 grms) complete all as specified and directed by Engineer -in-Charge..
Supply and Fixing in repairs PVC modular section 20mm thick as in profile including 'C' channels, aluminium all around the profile complete all as specified and directed by Engineer -in-Charge..
Supply and Fixing in repairs health faucet ABS Body with 8 mm dia 1 mtr flexible tube and wall hook complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs Corner glass shelf with brackets complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs aluminium anodised tubular towel rail 20mm dia D type 60 cm long between flanges complete all as specified and directed by Engineer -in-Charge.
Preparation of newly plastered surfaces of wall and applying two coats of oil bound distemper over a coat of of primer complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of newly plastered surfaces of ceiling and applying two coat of oil emulsion distemper over a coat of primer complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of plastered /unplastered surfaces of ceiling surfaces and applying one coat of white wash complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of old painted steel surfaces of any description, over 10 cm in width or girth not otherwise described and applying one coat of synthetic enamel paint with necessary scafolding for high rise bldgs etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of newly steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engineer -in-Charge.
Complete removal of existing treatment on wall surfaces by scrapping, washing & rubbing down with water and applying two coats of oil bound distemper over a coat Chalk whiting, on plastered surfaces, complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of old decorated surfaces of wall and applying one coat of oil emulsion distemper complete all as specified and directed by Engineer -in-Charge.
Material and Labour for applying 1 to 2 mm thick wall care putty (JK/Birla) for making the surface even & smooth complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of old decorated surfaces of ceiling and applying one coat of oil emulsion distemper complete all as specified and directed by Engineer -in-Charge.
Complete removal of existing treatment on wall surfaces by scrapping, washing & rubbing down with water etc and applying two coats of plastic paint over a coat of primer complete all as specified and directed by Engineer -in-Charge.
Complete removal of existing treatment on wall surfaces by scrapping, washing & rubbing down with water etc and applying one coats of plastic paint over a coat of primer complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of newly plastered surfaces of wall, soffits, facia roof and applying two coats of weather proof acrylic based paint (100% acrylic) over one coat of cement based primer with necesssary scaffolding for high rise blds etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour Complete removal of existing treatment of old decorated surfaces of walls soffits, facia roof and applying two coat of weather proof acrylic based paint (100% acrylic) over one coat of cement base primer with necessary scafolding for high rise bldgs. etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour preparation of old decorated surfaces of walls, soffits, roof facia and applying one coat of weather proof acrylic based paint (100% acrylic) with necessary scafolding for high rise bldgs etc complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of newly wooden surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer incl preparation of surfaces complete all as specified and directed by Engineer -in-Charge.
Material and Labour for preparation of old painted wooden surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint including external window with necessary scafolding for high rise bldgs complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing in repairs door closer hydraulically regulated, designation No 2, universal type, suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 Kg and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 4mm thick bakelite sheet with decorative choice laminated on both side complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing 3 mm thick aluminium composite panel cladding plain of approved colour/shade to beam/column/slab incircular/rectangular shape inbcluding cutting, notching, bending to shape as required jointing with silicon gel of approved colour & aluminum tubular hallow section 25 x 25 mm not exceeding 900 mm C/C on exceeding column/beam/slab to hold APC cladding etc complete all as specified and directed by Engineer -in-Charge (Note : colour/pattern of ACP sheet shall be given by GE).
Supply and Fixing under counter wash hand basin incl chromium plated brass waste coupling and PVC waste pipe complete all as directed Make - Jaquar CAT PART NO- CNS-WHT-705.
Supply and Fixing single piece WC with UF foft close seat cover, hinges, fixing accessories set and accessories set, cistern fittings incl trap/connecting piece complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing repairs urinal with sensor with complete fixing accessories complete all as specified and directed by Engineer -in-Charge. (Make - Jaquar)
Removing of bldg materials exc 5 KM but not exc15.00 KM and depositing complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium ally sheet foundation box, main body with stainless steel cover, governing pivot made of bras, other parts made of mild steel heavy duty and fixed complete all as specified and directed by Engineer -in-Charge.
Supply and Fixing for Hand rails, half round or other stock section , nosing to steps in cluding embeding in concrete and screwing etc. wind ties for roof including securing bolts and similar work conforming to Fe 290 gde E 165 complete all as specified and directed by Engineer -in-Charge.
Nilesh Construction
SUNRISE CONSTRUCTION CO
sai construction
PRABHU ASSOCIATES
RAMESH ENTERPRISES
Satyanarayan Trading Co.
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