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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC | ₹38.6 L Quoted ₹38.9 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹41.8 LRejected-Finance PULWAMA JAMMU KASHMIR 192301 INDIA | PULWAMA | JAMMU AND KASHMIR | 192301 | ₹41.8 L | L2 | Rejected-Finance BEING L2 |
| Sl No | Description | Qty | Unit | Vinod Enterprises L1 | Peerzada And Sons L2 |
|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. | 1 | Cum | 150 ₹150 | 1,200 ₹1,200 |
| 2.00 | Demolition of reinforced cement concrete as in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work in any position including disposal of unserviceable materials,debris and rubbish , complete all as specified and as directed by the Engineer-in-Charge. | 1 | Cum | 150 ₹150 | 120 ₹120 |
| 3.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified. | 5 | Per Qtl | 100 ₹500 | 100 ₹500 |
| 4.00 | S&F roof trusses (framed), trusses, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc of Fe 410-W(Gde-E 250 quality-A) complete all as specified and directed. | 800 | Kg | 108 ₹86,400 | 100 ₹80,000 |
| 5.00 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 complete all as specified and directed. | 1,750 | Kg | 108 ₹1.9 L | 100 ₹1.8 L |
| 6.00 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge. | 170 | Sqm | 10 ₹1,700 | 20 ₹3,400 |
| 7.00 | Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate, complete all as specified and as directed by the Engineer-in-Charge. | 149 | Sqm | 90 ₹13,410 | 92 ₹13,708 |
| 8.00 | Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge. | 260 | Sqm | 820 ₹2.1 L | 860 ₹2.2 L |
| 9.00 | Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to ridges, valley gutters etc. fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge. | 3 | Sqm | 820 ₹2,460 | 700 ₹2,100 |
| 10.00 | M&L for Pre-cast cement concrete block masonry 1:3:6 Type C-1 (using 20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed by Engr in Charge. | 23.5 | Cum | 7,100 ₹1.7 L | 7,200 ₹1.7 L |
Updated dates
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
24 Oct 2025, 6:00 pmClosed
GE AF THANE
Office of Military Engineer Services ,Garrison Engineer (AF) Thane, Kolshet Road, Sandoz Baugh Post, Thane 400607
ADDN/ALTN TO BLDG NO P-13, EXTENSION OF STORAGE AREA, P-1, P-96, BARBED WIRE CHAINLINK FENCE AND PROVN OF CERTAIN SANCTIONED WORKS AT AF STN KANHERI HILLS UNDER GE(AF) THANE
2025_MES_732815_1
GE (AF) T-35 OF 2025-26 (8525)
Open Tender
Civil Works
180 days
THANE
AS PER NIT
9 documents required · 9 mandatory
₹500
GE AF THANE
₹94,000
Yes
15 Jan 2026
26 Sept 2025
1 Nov 2025
26 Sept 2025
24 Oct 2025
11 Oct 2025
Amount
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete as in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work in any position including disposal of unserviceable materials,debris and rubbish , complete all as specified and as directed by the Engineer-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified.
S&F roof trusses (framed), trusses, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc of Fe 410-W(Gde-E 250 quality-A) complete all as specified and directed.
M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 complete all as specified and directed.
Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge.
Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate, complete all as specified and as directed by the Engineer-in-Charge.
Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of colour as approved by AGE(I), having tensile strength of 550 Mpa as in roof covering/cladding to ridges, valley gutters etc. fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
M&L for Pre-cast cement concrete block masonry 1:3:6 Type C-1 (using 20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed by Engr in Charge.
Taking down plastering in cement lime or cement mortor on brick or stone work etc. including racking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed by the Engineer-in-Charge.
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 by mixing water proofing compound @ 3% by weight of cement, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge. Note:- Water proofing compound will be measured and paid separately.
Rendering 15mm thick on any faces of brick work or concrete surfaces in cement mortar 1:6, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
Rendering 5mm thick on any faces of brick work or concrete surfaces in cement mortar 1:3 as in ceiling, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
Supply only integral water proofing compound complete all as specified.
M&L for preparing new plastered surfaces of wall and applying two coat of OBD over a coat of alkali resistant priming paint complete all as specified.
M&L Preparation of new wall surface and applying two coats of weather proof acrylic paint over a coat of weather proof primer with camoulfage pattern complete all as specified.
M&L for Preparation of newly plastered surfaces of ceiling & applying two coats of OBD over a coat of primer complete all as specified.
M&L Preparation of old treated brick or concrete wall, cleaning the surface from all loose dirt chalk greese fungi, algai flakes and applying one coats of acrylic paint weather proof exterior grade with camouflage pattern complete all as specified and directed.
M&L for Washing, rubbing down and stopping of distempered and painted surfaces of wall and applying one coat of distemper oil-emulsion on walls all as specified.
M&L for washing,rubbing down and stopping of distempered and old painted surfaces of ceiling and applying one coat of distemper oil-emulsion on ceiling all as specified.
M&L for application of 3mm thick one coat of wall care putty on wall including rubbing, grinding and finishing smooth finish complete all as spd and directed.
M&L for application of 3mm thick one coat of wall care putty on ceiling including rubbing, grinding and finishing smooth finish complete all as spd and directed.
Preparation of old painted steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying one coat of synthetic enamel paint , complete all as specified and as directed by the Engineer-in-Charge.
Preparation of old painted wood surfaces of any description, over 10cm width or girth, not otherwise described and applying one coat of synthetic enamel paint , complete all as specified and as directed by the Engineer-in-Charge.
Taking down chowkat or frames with shutters (without taking off shutters from the frames) exc. 1.5 Sqm but n.exc 4 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost), complete all as specified and as directed by the Engineer-in-Charge.
Taking down shutters of any description exceeding 1sq.m but not exceeding 2 sq.m each, complete all as specified and directed by the Engineer-in-Charge
Taking down chowkat or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost) , complete all as specified and directed by the Engineer-in-Charge.
M&L for plain, solid straight chowkats,and frames, made of 2nd class hard wood , wrought framed rebated on the solid, rounded or chamfered put together with glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.
S&F 40mm Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides and one face is covered with decorative face veneer with lipping/frame to match all as specified and directed.
S&F for 35mm thick IInd class hard wood glazed and skelton shutters divided into squares with plain chamfered or reounded miltred and related sash bars number to received glass gauze etc edges of framing plain chamfered or reounded fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I section 8 clause 8.20(a) supplied and fitted to chawkats as specified and directed.
M&L for 25 x 3mm FI holdfasts for fixing door frame all as directed.
Plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in coping, bed plates for serving hold fasts, filling in mild steel frames etc. and the like including weathering slighting rounded or chamfered angles and throating, and use of form work (straight or curved), complete all as specified and as directed by the Engineer-in-Charge.
M&L for preparation of new wood surfaces of any description over 10cm width of girth applying two coats of synthetic enamel paint over coat of pink primer etc complete all as specified.
S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) 250mm length and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed all as specified.
S&F aluminium anodized barrel tower bolt extruded section and fixed 150mm long all as directed
S&F Floor door stopper 150mm length of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor.
S&F extruded aluninum alloy handles, fabricated type anodized 150mm long fixed all as directed
S&F 100 mm butt hinges, medium weight, cold rolled mild steel all as directed.
S&F mild steel 300mm ordinary rat tail rod pettern springs including roller and roller plate complete all as spd and directed.
S&F aluminium anodised powder coated frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and directed
S & F Anodiesed aluminium powder coated door shutters aluminimum section weighing 0.55 Kg/m incl necessary joining cleats glazing clips, rubber neoprene packing, handles 2 nos in each doors, hinges, anodiesed aluminium snap beading screw etc complete all as specified and directed.
Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM Rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge.
S&F aluminium grill powder coated (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction
S&F for providing and fixing zinc alloy roller for sliding window/ aluminium sections with necessary screws etc. complete.
S&F for Zinc alloy (powder coated) casement lock for windows with necessary screws etc complete.
S&F Stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples. complete all as specified and directed by the Engineer-in-Charge.
S&F sheet glass ordinary quality 5.5 mm thick and glazing with oil putty or aluminium/rubber beading in squares exc 0.5 sqm in each pane, complete all as specified and directed by the Engineer-in-Charge.
S&F figured glass, pin-headed type 3.00 mm thick and glazing with oil putty or aluminium/rubber beading in squares n.exc 0.5 sqm in each pane, complete all as specified and directed by the Engineer-in-Charge.
S&F solid PVC solid door frames of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube suppling and fixing in opening with stainless steel screws of required size complete all as specified and directed.
S&f factory Made solid PVC Moulded Door Shutter,with wood free EPS, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing. Including 3 Nos of stainless steel 100 mm size hinges, 2 Nos of aluminium 100 mm size handles, 2 Nos of aluminium tower bolt 100 mm size all as directed
Removal of damaged structural concrete along with loose damaged and crecked concrete/ cover concrete at all specified locations up to beyond the corroged steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chhpping/ hacking with chisel and hammer or by mechinical means like chisel hammer, pneumatic chippers incl high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owners premises including all plants and machineries complete all as specified and directed by the Engineer-in-Charge.
Cleaning as directed & specified all rust/scales/ corrosion from reinforcement bars using rust remover Reebaklens RR- Rust remover, cleaning and etching agent supplied in 1/2, 1 and 5 ltr containers, having specific gravity 1.16-1.22 @ 25 degree celcius, reebaklens RR cleaning agent is a combination of acid based materials, corrosion inhibitors and dispersing agents and is supplied as a clear green solution application of reebaklens RR with brush for complete wetting of rusted metal surface and allowed to react it for 16-24 hours followed by cleaning the surface with wire brush and washing surface with fresh water as required to exposed reinforcement bars complete all as specified and directed by the Engineer-in-Charge.
Providing and applying inhibition coats/system to exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust completely as specified. Nitozinc primer Two component epoxy zincrich primer supplied in 1 and 5 ltrs pack, two component system based on metallic zink and epoxy resin which on mixing gives a grey coloured liquid. An anti corrosive coat contents active 'Zinc-rich' system which combates corrosion by electro chemical means. having specific gravity of 1.75, adhesive bond strength > 1.5N/mm2 solid content 60%, 40 microns DFT, Fully dry/Rrcoatable-45 minutes to 1 hour. Typical application includes surface preparations by cleaning steel surface to a bright condition paying particuler attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle, applying unbroken coat with suitable brush and alloy to dry, after 30 mins apply second coat to ensure complete cover to exposed steel/ reber etc complete. Total dry film thickness is 40 microns complete all as specified and directed by the Engineer-in-Charge.
Cutting, febrication new reinforcement FE-500 and fixing with old existing reinforcement which was reduced to 20 % or more of its original dia as provided in original structure and additional steels as directed by EIC to be fixed with chemical anchor grout lokfix E55- styrene free vinyl-ester resin based cartridge syatem for anchoring reinforcement supplied in 300 ML cartidge with a single mixture nozzle, application inclueds drilling hole close to old reinforcement bar with suitable drill as per dia of the bars, cleaning the hole with wire brush and compressed air, putting lokfix E55 with gun followed by placing rebar with slide rotational motion to avoid air void formation etc complete all as specified and directed by the Engineer-in-Charge.
Drilling holes in to existing concrete substrate for anchoring of new rebars with 10 mm dia shear connectors at 0.5 mtr c/c and fixing with chemical anchor lokfix E55-styrene free vinylester resin based cartridge system for anchoring reinforcement supplied in 300 ml cartidge with a single mixture nozzle, shall be tested in accordance European approval to EAD-33087-00-0601 for use in post-installed rebar, which suspersedes ETAG 001 TR 023 (rebar), LEED compliant VOC Level, Fibre resistance < 120Mins, Seismic C1 testing as part of EAD 330499-00-0601 for specific fastening sizes etc. Typical application inclueds drilling holes 14mm dia and 90mm deep as per manufactures recommandation, cleaning the hole with wire brush and compressed air, putting lokfix E55 with gun followed by placing shear connector with slide rotational motion to avoid air void formation etc complete all as specified and directed by the Engineer-in-Charge.
Providing and applying Renderoc RG-Polymer modified micro-concrete supplied in 25 kg moisture resistant bag should possess following properties when mixed with clean water at w:p ratio 0.16, such as compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength -2Mpa @ 28 days, flextural strength (BS 4551-80) Mpa at 28 days, Young's modulus-25 KN/mm2, Expansion characteristics (ASTM C827-1987) unrestrained expansion 1 to 4% pressure approx. 0.004 N/mm2, Thermal conductivity-1.5 W/m degree cel. fire rating (EN 1504 cl 5.5)-class A1, fresh wet density (mixed density @27 degree cel. ) -2100-2200 Kg/m3. Typical application inclued mixing whole bag with clean water about 4 litres mixing in suitable container with heavy duty slow speed mixture machine to produce uniform free flowing mix, pouring the same in to the form work using suitable arrangement or if required using pupping device for uniform flow of micro concrete. The side shuttering can be removed after 3 days and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate. item rate ia inclusive of materials and labour, tools and tackles, scaffolding and transportation etc complete all as specified and directed by the Engineer-in-Charge.
Providing and applying bond coat on the prepared surface to receive polymer modified mortor/ polymer modified micro concrete , with two components epoxy based bonding coat Nitobound EP- Epoxy rasin concrete bonding agents supplied in 1/2, 1 and 4 ltr Packs, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength (BS 6319 Pt 2)-50 Mpa at 7 Days, Tensile strength (BS 6319 Pt.7)-20Mpa @ 7 days, flextural strength (BS 6319 Pt.3) -35 Mpa at 7 days, Shear strength (BS-6319 Pt.4) 10 MPa at 7 Days having an over lay time of 6 hrs and 30 degree cel. high bond strength : bound strengthis more then the tensile strength of goood quality concrete barrier coat acts as a 'barrier coat to the migration of chloride inos from host concrete. Laying of reinstatement polymer modified mortor or micro concrete shall be completed within over lay time of bounding coat. The bond coat act as a bonding coat between old ad new concrete. Typical application includes cleaning all loose dust, dirt, grease from host concrete surface by suitable means, mixing both components of bond by heavy duty slow speed mixer until a unifrom consistency, apply unbroken coat of Nitobond EP with stiff brush covering complete area of patch repair before plcing mortor or nicro concrete. Item rate inclusive of materials all labour, tools and tackles, scaffolding and transportation etc. complete all as specified and directed by the Engineer-in-Charge.
M&L for Surface preparation of non structural part by gentle chipping by manually to make the surface rough and thoroughly cleaned with air as per standard practice and directions of Engineer -in-charge (including removal of external plaster, wherever exists) COST inclusive of transportation, labour, conveying debris away from the out side of MD land, tools and tackles, lead and lift etc including necessery scaffolding ,form work etc, complete all as specified and as directed by Engr-in-Charge.
Providing and laying Renderoc SP-40 shrinkage controlled polymer modified single component, alkaline resistant fibre reinforced, thixotropic, cementitious patch repair mortor supplied in 25 kg moisture resistant bag when mixed with clean water at w:p ratio 0.18, achieves compressive strength (BS 1881 Pt. 116) -> 20 MPa at 1 day & > 45 MPa at 28 days. Tensile strength (BS 63199 Pt7)>2.5 Mpa at 28 Days, Flexural strength (BS 6319 Pt.3)>7 Mpa at 28 Days, During Shrinkage to ASTM C157-93, 28 days<1000 microstrain. Typical application inclues mixing entire bag with clean water about 4.25 ltr to 4.5 ltr, mixed with suitable container with heavy duty slow speed mixer machine to achieve lump free mortor consistency, placing and finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slab, piles etc, where tha thickness of application is less then 50 mm in patch as per specification after applying bounding coat item rate is inclusive of materials all labour tools and tackles, scaffloding and transportation etc. complete as per specification and as directed by Engi-in-Charge.
S&F in repair Mild steel chromium plated curtain rods 25mm dia including fixing with brackets, nobs, stops, hooks etc complete as specified and directed
S&F in repairs wash down water closet (EWC) (pedestal pattern) complete including flush pipes and 'P' or 'S' trap all joints complete all as specified and directed
S&F plastic water closet seat cover white closed pattern with flat bottom and cover and mild steel hinge chromium plated all as specified and directed
S&F in repair low level flushing cistern plastic valve less syphonic action type white with inlet ball valve float and ball handle & capacity 10 ltr ISI marked including 32mm PVC flush pipe complete all as specified and directed.
S&F in repair vitreous china wash hand basin white flat back size 550 X 400 mm excluding taps waste chain and plug and porcelain stopper but including brackets, waste coupling and waste pipe complete all as specified and directed.
S&F in repairs bib tap 15mm bore chromium plated cast copper alloy with crutch or butter fly handle but fancy type screwed down screwed for iron pipe complete all as specified and directed.
S&F Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified and directed
S&F CP Two-way Bib taps, 15mm dia of bore cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed to pipe as specified and directed
S&F in repairs PVC connections 15mm dia with brass nut on both ends and washers 450mm long all as specified and directed
S&F PVC connections 15mm dia with brass nut on both ends and washers 450mm long all as specified and directed
S&F in repairs quarter turn CP Brass fancy type stop valves/angle valves screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe 15mm dia all as specified and directed
S&F 15mm dia long neck pillar tap chromium plated cast copper alloy with capstan head, fancy type screwed down high pressure with or with out letters Hot or cold with long screwed for iron pipe all as specified.
S&F Vitreous China Urinal, Half stall type,(back or corner wall type), complete including 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; fixing automatic flushing cistern with brackets, flush pipe, waste pipe, grating and Union for discharge pipe as specified and directed.
S&F CP Urinal spreader any colour for fixing with 15 mm dia pipe complete as specified and directed.
Dismantling water tank capacity exc 500 and n exc 1000 ltr and removing to store all as directed.
S&F rotational moulded polyethylene water storage tanks of capacity 1000 litres three layered (Cylindrical vertical with closed top) hoisted and fixed in position including wash out with plug/over flow pipe and anti mosquito rose coupling at one end all as specified in SSR Part-I, including 20mm dia ball brass valves, high pressure, with polythene float and flynut, complete all as specified and directed by the Engineer-in-Charge.
S&F in repair 15mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe or for unions and fixed complete as specified and directed.
S&F in repair 25mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe or for unions and fixed complete as specified and directed.
Taking down steel tubing & connections incl cleaning for refixing or removal to store for 15mm bore of pipe all as specified and directed.
Taking down steel tubing & connections incl cleaning for refixing or removal to store for 20mm bore of pipe all as specified and directed.
M&L for 15mm bore GI steel water tubing, medium grade with fittings and fixed to walls and ceiling or laid in floors, complete all as specified and directed.
M&L for 20mm bore GI steel water tubing, medium grade with fittings and fixed to walls and ceiling or laid in floors, complete all as specified and directed.
Dismantling cast iron drain pipes of any description complete all as specified and as directed.
S&F of 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with MS clamp complete all as specified and as directed.
S&F of 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.
S&F of 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.
S&F 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed .
S&F of 110mm bore PVC (SWR) bends any radius complete all as specified and as directed
S&F of 75mm bore PVC (SWR) bends any radius complete all as specified and as directed
S&F PVC (SWR) vent cowl of 75mm dia complete as specified and directed.
Dismantling floor,hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to stone and rubbish of the premises., complete all as specified and directed by the Engineer-in-Charge.
M&L for machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 20mm thick screed bed in CM 1:4 for laying floor finishes complete all as specified and directed
M&L for non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.11sqm, but not exceeding 0.18 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by Engr-In-Charge and contractor shall not have any claim whatsoever on this account.
M&L for Glazed ceramic tiles, coloured, of size 350mm x 250mm/450 mm x 350mm, thickness not less than 7mm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by Engr-In-Charge and contractor shall not have any claim whatsoever on this account.
M&L for Vitrified Ceramic tiles light shade 10 mm thick (square/rectangular) polished, area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement tomatch the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by Engr-In-Charge and contractor shall not have any claim whatsoever on this account.
Material and labour for Vitrified Ceramic tiles light shade 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as in vertical position as dado/skirting. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by Engr-In-Charge and contractor shall not have any claim whatsoever on this account.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for 75mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection / path, finished the surface even and smooth without using extra cement and joints shall be filled with mixture of bitumen and sand (1:3) by wight, complete all as specified and directed.
S&F powder coated aluminium snap grid frame work for false ceiling of Size of grid 605 x 605mm and Hangers 4 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and directed
S&F solid PVC insulation panels 10 mm thick for false ceiling with EPS stuck to 1mm plain PVC sheet suitably placed in false ceiling grid made of Aluminium/G.I./M.S complete all as specified and shown in drawing.
S&F Mild steel rolled sections as in framing for cladding, glazing, valley gutters and similar works and the like fixed with angle cleats and connecting plates, etc (Fe-410W Gde-E 250 quality-A) including distance pieces, cleats etc complete all as specified and directed.
S&F 0.80mm thick Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 fixed with MS flats or ms angles etc including making holes and fixing drain pipe where required complete all as specified and directed.
S&F 1.25 mm thick steel rolling shutter, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer erected in position as indicated, complete push pull or manual type including dismantling complete all as specified and directed by Engineer-in-Charge.
S&F Ball bearing for rolling shutters complete all as specified and directed by the Engineer-in-Charge.
S&F Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed.
M&Lfor 18/19 mm thick Particle board, medium density, flat pressed, single layer type or three layer type, BWR grade fixed with screws to timber frame work complete all as specified
M&Lfor 12 mm thick Particle board, medium density, flat pressed, single layer type or three layer type, BWR grade fixed with screws to timber frame work complete all as specified
S&F for 75 mm brass handles, cast type , polished type complete all as specified and directed by Engr-in-Charge
Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out, in any type of soil, complete all as specified and as directed by Engineer-in-Charge.
M&L Hardcore of broken bricks of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified.
Plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete, complete all as specified and asdirected by Engineer-in-Charge.
M&L for TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-Charge.
M&L for TMT steel bars 8mm dia in reinforcement cut to length bent to shape required including cranking, hooking at ends and binding with mild steel wire (annealed) not less than 0.9mm dia as in stirrups complete all as specified.
Use & waste of formwork to sides of (rough finished) to sides of footing, beams and similar article complete all as specified
Use & waste of formwork to sides of pillars, posts, struts, piers,columns, and stanchions Square, rectangular or polygonal etc. complete all as specified
Use & waste of formwork to suspended slabs such as roof slab, floor slab, landings and similar work not exceeding 200mm thick (Horizontal or sloping) complete all as specified.
M&L Reinforced cement concrete nomonal mix 1:2:4 ,type B-1 using 20mm graded stone aggregate as in columns, Footings and the like complete all as specified.
M&L Reinforced cement concrete nomonal mix 1:2:4 ,type B-1 using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 metre span and chajjas complete all as specified.
M&L Reinforced cement concrete nomonal mix 1:2:4 ,type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified.
Returning, filling in, including spreading , leveling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engineer-in-Charge.
Removing surplus excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified and as directed by Engineer-in-Charge.
S&F 4mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane glazing clip and powder coated aluminium beading in square n exc 0.5 sq. m in each pane complete all as specified and directed by the Engineer-in-Charge.
S&F 5.50 mm thick sheet glass, ordinary quality in Aluminium door with solar control film 50 micron in squares exc 0.5 sqm each pane complete all as specified.
S&F Brass mortice lock 75 mm,4 levers, vertical type, fixed to cupboard shutters, complete all as specified.
S&F Hydraulic door closer of aluminium die cast body,designation No-3 universal type suitable for door shutter of 851 mm to 1000 mm weight between 61 Kg to 80 kg etc, complete all as specified.
S&F 5mm thick PVC plain colour PVC sheet in strips & channel feathered at the edges for fixing on Solid PVC Wall Linning, Insulated PVC Wall Lining, and Solid PVC Partitions inclusive of solvent Cement and fixint at site.
S&F for 75 mm Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type C-21 complete all as specified.
Dismentling of Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified and directed by the Engineer-in-Charge.
M&L for 75mm thick cement concrete 1:4:8 ,type D-2 using 40mm graded stone aggregate as in sub floors, sub bases, floors etc.
S&F cast iron Nahani trap 100 mm dia with gratting including jointing to waste pipe fixed with concrete cement in (1:2:4) type B1 using 20 mm graded stone aggregate etc complete all as directed.
S&F Cast iron floor trap of 100 mm dia, with grating including jointing to waste pipe fixed in cement concrete typee B1 (1:2:4) complete all as specified and directed by the Engineer-in-Charge.
S&F 15mm bore pillar tap, cast copper alloy, fency type with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shanks and fly-nuts, screwed for iron pipe, complete all as specified.
S&F bib taps, fancy type CP, screwed for 15mm bore of iron pipe or for brass ferrule and fixed all as specified.
S&F Stop/Angle Valve 15mm bore fancy type CP, Screwed down high pressure, with high pressure crutch or butterfly handle, screwed both ends for iron pipe or union complete all as specified
S& F 20 mm dia Gun-metal, golbe or gate valves, with iron wheel head, screwd both end sor iron pipe and fixed
S&F 600mm long CP towel rail of fixed to wall with steel screws and PVC rawl plug complete all as specified.
Excavating in post holes in hard dense soil (or similer holes)each n exc 0.5 cum getting out,returning filling in and raming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50m and making good surface.
M&L for cement concrete type C-2 1:3:6 using 40mm graded stone aggergate as in foundations filling and mass concrete complete
M&L for 8 mm thick Non asbestos fibre cement building boards fixed or laid/ inserted to timber/GI/Alumi nium framework with screws Complete complete all as specified and directed by the Engineer-in-Charge.
M&L for chequered cement concrete colour tiles glossy finish of size 300x300x25mm thick machine pressed, set, jointed and pointed in neat cement slurry, laid over and including 15mm thick screed bed in CM 1:6 as in floors with grey cement and pigmant, complete all as specified and directed.
M&L for Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 40mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.
Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads exc 1.5 sqm complete all as specified and directed by the Engineer-in-Charge.
S&F sheet glass ordinary quality 3.00mm thick and glazing with oil putty or aluminium/rubber beading in squares n.exc 0.5 sqm in each pane complete all as specified and directed by the Engineer-in-Charge.
S&F in repairs Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed by the Engineer-in-Charge.
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by the Engineer-in-Charge.
M&L preparation old painted surfaces of wall including removal of grass and applying one coats of acrylic weather proof paint complete all as specified & directed.
Removing existing water proofing treatment where so ever exist (except concretepadding) and removing debris/rubbish off the site as directed.
Demolition of cement concrete of any description and in any position provided as in roof padding, roof curb etc complete all as specified and as directed. Note: - (a) Demolition should be done carefully to roof slab. (b) Any damage occurred in the roof surfaces during demolition shall be made good by the contractor without extra cost to the department. (c) Disposal of debris/retrieved materials shall be thrown out of site at place as directed.
M&L for providing PCC type B-1, (1:2:4) using 20mm graded stone aggregate as in roof padding laid in slope as per requirement mixed with integral water proofing liquid admixture as per manufacturer's instructions complete all as specified and as directed. Note : (i) Minimum thickness of PCC shall be 50mm. (ii) Integral water proofing liquid admixture shall be measured and paid separately under appropriate item here in after.
Supply only Liquid water proofing compound.
Labour only of taking up or down steel tubing and connections of 20mm bore of pipe including cleaning and refixing in the same position as in wall/ roof /walls, etc during carrying out of water proofing treatment without damaging to existing services, etc. all as specified and directed
Labour only for disconnecting existing over head tanks of capacity exc.500 and n.exc 1000 ltr, setting aside or lowering if required for repair of roof water proofing treatment and hoisting, reconnecting and re-fixing in position after necessary work without damaging to existing services etc. all as specified and directed.
Material and labour for water proofing treatment with APP based standard membrane over PCC padding in roof with the following courses of treatment for:- (a) Apply bituminous primer (IS 3384) @ 0.40 Kg per sqm of the surface area including cleaning the surfaces complete all as specified. (MAKE : TEXSA/BITUMAT/BITUNIL/SIKA) (b) Apply APP plastomeric bitumen based mineral finished water proofing membrane polyester reinforced(3 Kg/Sqm) with 10cm over laps and torch bonded at joints including surface preparation before and after application of treatment as per manufactures instruction complete all as specified. (Make of APP Membrane: Moply FP 3 mm mineral of TEXA/WP Shield 103 PM of SIKA or Equivalent material of BITUNIL/BITUMAT. (c) The entire surface of finished APP membrane shall finally be painted with one coat of Solar reflective bituminous aluminium paint @ 0.1 ltr per Square Meter and other as prescribed by manufacturer ,complete all as specified and as directed by Engr-in-charge
S&F for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.
Surface excavation n. exc 30cm depth and averaging 15cm deep getting out in hard dence soil.
M&L for machine pressed precast concrete interlocking (coloured) paver block with grey cement and pigments any shape and size confirming to IS 15658 -2006 of 60mm thickness, M-35 Grade complete all as spd and directed.
M&L for Sand filling under floors or in foundation including watering and consolidation complete all as spd and directed.
M&L for plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in kerbs stone or mud stops, rounded or chamfered on edges etc complete all as spd and directed.
M&L for 100 mm thick nominal mix plain cement concrete Type B-1, 1:2:4 (20 mm graded crushed stone aggregate ) as in hard standing, finishing the surface even and fair without using extra cement complete all as specified and directed .
Rendering 15mm thick on any faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.
M&L for 150mm thick PCC 1:2:4, type B-2 (using 40mm graded crushed stone aggregates) as in flooring, finished the surface even and smooth without using extra cement, complete all as specified and directed.
M&L for forming 12mm thick expansion joints 150mm deep filled with preformed bituminious filler and top 30mm primed and sealed with sealing compound Grade 'A', complete all as specified and directed.
M&L for Reinforced concrete 150mm dia of pipes, class NP2, laid and jointed complete with collars complete all as specified and as directed
S&F Hand rails,half round or other stock section or core for wooden hand-rail straight portion,drilled and countersunk for balusters running bars, for doors,balusters,nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts.posts and struts in fencing including cutting tops to shape as directed ,drilling holes,notching for wires,etc,flat iron fillets(for securing wire mesh etc.) including all necessary drilling,bolting or riveting etc.and similer work conforming to Fe-290 Gde E-165 (For Fencing)
S&F Tie bars with screwed ends, nuts, washers and mild steel paltes for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe 410-0 or Fe 310-0
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10 cm long diameter of the neck in 5 to 10 mm.
S&F Mild steel Round bars 10mm dia and over,cut to length, bent to shape required,complete all as specified.
S&F GI wire chain link fencing ( Minimum wt 2.5kg/sqm) minimum 2.5mm thick (excluding PVC coat) , UV resistant ,1mm dia PVC coated (Overall thichness of 75X75mm mesh size,complete all as specified ans directed.
S&F galvanized 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at cross with and provision of galvanized mild steel wire, staples or steel pins etc, complete all as specified and directed.
Dismantling posts or struts (wood,steel or RCC.) any section,including taking out embedded portion and making good disturbed natural ground.
Excavation in over areas , hard/dense soil , n exc 1.5 m deep and getting out complete all as specifed and directed by Engr-In-Charge.
Excavation in over areas , hard/dense soil , exc 1.5 m deep but not exc 3.m deep and getting out complete all as specifed and directed by Engr-In-Charge.
M&L for reinforced cement concrete M-30 (20mm graded aggregate) (design mix) for foundations complete all as specified and as directed by Engineer-In-Charge
M&L for reinforced cement concrete M-30 (20mm graded aggregates) for walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses completed all as specified and directed
M&L for reinforced cement concrete M-30 (20mm graded aggregates) for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed
Formwork to curved sides of concrete foundations, footings, bases of columns & similar work, vertical or to batter complete all as specified and as directed by Engineer-In-Charge
Formwork to curved surface of RCC wall and similar work, vertical complete all as specified and as directed by Engineer-In-Charge
M&L for 40mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) for floor finished even and smooth surface without using extra cement.
S&F Mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete (Fe-410W Gde-E 250 quality-A) all as specified and directed.
M&L for Cast iron pipes 150 mm dia with spigot and socket ends centrifugally cast. Class LA, in any length, fix in slab wall all as specified and directed.
M&L for Cast iron Bends upto 150mm bore (any type and angle) tapers (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs
M&L for providing precast reinforcement cement concrete type B-1 1:2:4 in Drain cover including necessary form work excluding reinforcement and set in CM 1:4 complete
Removing surplus excavated material (soil) to a distance exceeding 250 metre but not exceeding 500 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified and as directed by Engineer-in-Charge.
EM WORKS:-
Taking down carefully copper/aluminium point wiring (light,fan,bell, socket or power) complete including fixtures and fittings such as switches, ceiling roses, holders,regulators, sockets, tube light fittings and making good disturbed surfaces of walls, floors etc to match with existing surfaces of colour shade complete all as specified and directed.
Material and labour for point wiring complete with 1.5 sqmm PVC insulated, FRLS type, unsheathed, multistranded, flexible,copper conductor cable 1.5 sqmm,1100 volts grade drawn through and including PVC casing and caping/conduit of size 25 mm or above as required at site with all accessories such as Tee,corner, overlaping connector etc.on surface walls, roofs and ceilings etc. including concealed MS box factory made of suitable size fabricated out of 1.6mm thick MS sheet with suitable fixing arrangment of modular plate with suitable modul fixed flush with wall surface by means of stainless steel cadmium plated screws and cup washers suitable for mounting switches, sockets, fan regulators etc.and including 1.5 Sqmm PVC insulated, multistranded, unsheathed(Green colour),FRLS type single core, copper conductor cable as earth continuity conductor and connecting to common earth dolly complete all as specified and directed for One light point /Bell point controlled by one switch.
All as per item No 187 above, but for One fan point controlled by one switch .
All as per item No 187 above, but for One 3 pin 6 amps socket out let point controlled by one 6 amps switch on independent board .
All as per item No 187 above, but for One 3 pin 6 amps socket point controlled by one 6 amps switch on same board .
All as per item No 187 above, but with 2.5 sqmm for One 3 pin 16 amps socket outlet point controlled by one 16 amps switch on on same board.
Supply & fix modular switch 6 Amps, one way, one module complete all as specified and directed.
Supply & fix modular switch 16 Amps,one way, one module complete all as specified and directed.
Supply & fix modular socket 6 A/16 Amps, 6 Pin combined, two module complete all as specified and directed.
Supply & fix modular fan regulator stepped type 120 watts, two module complete all as specified and directed.
Supply & fix ceiling rose, 3 terminal, PVC/polycarbonate body complete all as specified and directed.
Supply & fix in repair LED lights 1x20 watt ,220 V, AC decorative box type with driver , holder including LED tube light connecteing up with three core flexible copper conductor cable of suitable size from ceiling rose including connector block etc.and necessary fixing arrangement at any height and removing old unserviceable item complete all as specified and directed.
Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete
Supply & fix in repair recess mounting high lumen LED flat panel 2'X2' 36Watt, slim fit,white powder coated CRCA housing with highpower LEDs , aluminium front frame with flat white high transmission acrylic cover, internally prewired, 230V,complete with all accessories such as electronic driver,LED strip,connector block etc.and necessary fixing arrangement at any height and removing old unserviceable item complete all as specified and directed.
Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300MM sweep with, blades, and frame and louvers including removing of existing all as specified and as directed.
Supply and fix in repairs MCB distribution board SPN 12 way 240 volts, double door with IP 42 protection duly painted with epoxy based powder coated painting suitable for mounting MCB DP/SPN as incomer and MCB SP/DP as outgoings complete with 200 Amps rated busbar, neutral bar, earth bar connecting cable links with top and bottom removable gland plate including removing old unserviceable item complete all as specified and as directed.
Supply and fix in repair MCB SP 6 to 32 Amps,10 KA, "C" series, 240 volts complete all as specified and directed.
Supply & fix in repair MCB SPN 40 Amps 10 KA, "C" series, 240 volts complete all as specified and directed.
Earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6 mm thick buried directly in ground vertically to a depth not less than 2.25 mtr below ground level with top edge of the earth plate at a depth not less than 1.5 mtr below ground level, earth plate surrounded by and packed with 15 cm thick layer of char coal dust and common salt, earth lead GI wire 4.00 mm dia by means of bolts, Nuts, Check Nuts and washers of galvanized iron and thimbles and other end of the earth wire connected to main switch board and protected by galvanized iron pipe light grade 15 mm bore and water pipe 20 mm bore GI light grade with funnel and wire mesh PCC chamber in cement concrete 1:3:6 type C-2 & RCC cover all as specified & shown in elect plate No. 3 of SSR part I of 2010 including testing on completion including taking down existing unserviceable earthing complete all as specified.
Material and labour for sub main wiring complete with 2 run of 6 sqmm, single core, copper conductor cable 1100 volts grade, FRLS type, PVC insulated, unsheathed, flexible, multi stranded duly colour coded cable drawn through and including PVC casing and caping of size 25mm width or above as required at site and accessories such as tee, corners,overlaping connector etc of suitable size fixed on surface of walls/roofs/ceiling and including 01 run of 6 sqmm single core, copper conductor cable 1100 volts grade, FRLS type, PVC insulated, unsheathed, flexible, multi stranded of green colour as earth continuity conductor connected to common earth dolly including removing old unserviceable item complete and making good the disturbed surfaces to match with existing all as specified and directed. Note : - 02 run of 6 sqmm single core copper conductor cable and 01 run of 6 sqmm single core copper conductor and 01 run of PVC casing and caping shall be measured as one unit.
S&F single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB 20 Amps 240 Volts.
Supply,lay and testing in replacement LT cable XLPE insulated,galvanised steel strip armoured,1100 volts grade with multistranded aluminium conductor of cross-sectional area 16 sqmm; 2 core laid in trenches/pipes/ducts/walls and connection with necessary cable lugs and glands, nuts, bolts and washers etc and testing including removing old unserviceable item complete all as specified and directed.
S&F for 50mm bore GI steel water tubing, medium grade with fittings and fixed to walls and ceiling or laid in floors, trenches etc complete all as specified and directed.
S&F 50mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe or for unions and fixed complete as specified and directed.
M&L for cutting existing 50mm dia water tubing laid underground for addition or alteration, including all jointing materials, fittings and necessary earth work complete all as spd and directed.
Peerzada And Sons (BID ID -3450294)
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