Military Engineer Services Tender
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Costs
EMD
₹ 5,12,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Cwe/chm-01/2025-26 Restoration Of 15 Nos Of Blocks To Arrest Immediate
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_703462_1Tender No
CWE/CHM-01/2025-26Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type moulded flush door shutter of size 25 mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-in-Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) fixing in frame at site as per specifications & drawing complete all as specified and as directed by Engineer-in-Charge.
479
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S&F factory made solid panel PVC board 20 mm thick with 2 mm thick prelaminated PVC sheet on the front face & 2 mm prelaminated PVC sheet on back with particle board core fixing in frame at site to cup board shutter, shelves and kitchen cabinet complete all as specified and as directed by Engineer-in-Charge.
816
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S&F in repair 18/19 mm thick Plywood, grade BWP, type BB fixed with screws to timber frame work, for shelf in cupboard & kitchen cabinet including wooden clit and all necessary fitting complete all as specified and as directed by Engineer-in-Charge.
692
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S&F 75 mm size butt hinges, medium weight, stainless steel complete all as specified and as directed by Engineer-in-Charge.
1440
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S&F Continuous (piano) hinges, mild steel, bright finish or electrogalvanised 30 mm Width of flaps (when open) complete all as specified and as directed by Engineer-in-Charge.
504
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S&F 100 mm aluminium Hasp and staple, safety type, with hinge pin including bolt to hinge plate and fixed with screws complete all as specified and as directed by Engineer-in-Charge.
240
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S&F 75 mm stainless steel handle, fancy type complete all as specified and as directed by Engineer-in-Charge.
600
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S&F magnetic door catcher for cupboard & kitchen cabinet including all fixing arrangement, complete all as specified and as directed by Engineer-in-Charge.
960
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S&F 100 mm size butt hinges, medium weight, stainless steel complete all as specified and as directed by Engineer-in-Charge.
1080
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S&F 100 mm Extruded aluminium alloy handles (D type), fabricated type complete all as specified and as directed by Engineer-in-Charge.
1200
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S&F 100 mm aluminum anodized barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-Charge.
1200
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S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators chowkat and partitions (Fixed portions) 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/ panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and including making good dismantled portion complete all as specified and as directed by Engineer-in-Charge.
630
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S&F 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/ panelling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge.
54
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S&F Powder coated anodised aluminium (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 15) Deco grill (minimum thickness of powder coating 50 micron) of approved design/ pattern, (apurture of grill should not be more than 75 mm) 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, including Aluminium 'U' channel and all necessary fittings complete as per requirement and direction of Engineer-in-charge.
108
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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 as directed by Engineer-in-Charge.
24
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S&F in repair 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, including all necessary nut bolt, wooden beading, FI, welding as per site requirement complete all as specified and as directed by Engineer-in-Charge.
1560
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Supply and fixing 4 mm thick figured (frosted) glass, pin head type, ordinary quality and fixed in any type of frame and glazing with oil putty (or beading) in squares not exceeding 0.5 Sqm in each panes complete all as specified and as directed by Engineer-in-Charge.
129
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Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty complete all as specified and as directed by Engineer-in-Charge.
240
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Supply and fixing 4 mm thick Sheet glass, ordinary quality, in squares and in any type of frame and glazing with oil putty (or beading) in square not exceeding 0.5 Sqm in each panes complete all as specified and as directed by Engineer-in-Charge.
240
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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.
6
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M&L for Framed work such as grills, gratings, etc. with ends of bars shouldered and/ or rivetted, or forged into spikes; framed guard bars; barred iron doors; manhole cover; 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 as directed by Engineer-in-Charge.
600
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M&L for Mild steel, plain, black sheet 1.25 mm thick in wall cladding, steel gates, manhole cover and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with rivetted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed by Engineer-in-Charge.
45
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M&L for preperation of new steel surfaces of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge.
117
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M&L for Preparation of old steel surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-charge.
3000
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M&L for Preparation of old wooden surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-charge.
2100
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Taking down chowkats or frames exceeding 1.5 sqm and not exceeding 4 sqm each with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-charge.
360
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Taking down shutters of any discription exceeding 1.0 sqm and not exceeding 2.0 sqm each complete all as specified and directed by Engineer-in-charge.
1
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S&F Pressed steel frames for doors (size of frame 125 x 60mm) with one or more rebates including necessary fixing lugs, hinges, lock strike plate, hold fast etc. complete all as specified and directed by Engineer-in-charge.
1200
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S&F Pressed steel frames for doors (size of frame 105 x 60mm) with one or more rebates including necessary fixing lugs, hinges, lock strike plate, hold fast etc. complete all as specified and directed by Engineer-in-charge.
600
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S&F 30 mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, etc., complete all as specified and directed by Engineer-in-charge.
648
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S&F 35 mm thick 2nd class hard wood, Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing chamfered plain 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(a); supplied and fitted to chowkats complete all as specified and directed by Engineer-in-charge.
432
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M&L for preparation of New or previously untreated wooden surfaces of any description not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel (ordinary tint) paint over a coat of pink primer complete all as specified and directed by Engineer-in-charge.
2247
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S&F Extruded aluminium alloy handles (D type), 150 mm size, fabricated type complete all as specified and directed by Engineer-in-charge.
1200
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S&F 200 mm aluminium anodized barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-Charge.
1200
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S&F Sliding door bolt, 300 mm size, Aluminium alloy, anodised, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in-Charge.
360
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S&F 300 mm, mild steel ordinary rat tail rod pattern springs including roller and roller plate complete, including welding on chowkat complete all as specified and as directed by Engineer-in-Charge.
240
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S&F in repair 25 mm stainless steel curtain rod fixed to brackets complete including brackets, finial cap and all fixing arrangement etc complete all as specified and as directed by Engineer-in-Charge.
2250
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge.
6907
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Demolition of Cement Concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-Charge.
12
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M&L for 100 mm thick PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregates) as in sub base, complete all as specified and as directed by Engineer-in-Charge.
120
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M&L for 25 mm thick PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregates) as in sub base (as levelling coarse) complete all as specified and as directed by Engineer-in-Charge.
510
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M&L for Glazed ceramic coloured printed tiles of size 300 x 450 x 7mm thick on vertical surfaces, set and jointed in neat cement slurry over and including 10 mm thick rendering (back coat) in CM 1:4 for receiving the tiles on vertical surface complete all as specified and as directed by Engineer-in-Charge.
5803
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M&L for Coloured Non-skid Ceramic tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.
510
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M&L for Coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.
595
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All as per Serial Item no. 46.00 here-in-above but as in skirting over and including 10 mm thick rendering (back coat) in cement mortar 1:4.
10
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Demolition of brickwork or stone/ boulder masonry, built in cement mortar, including facia of rain water pipe of height upto 15 meter, including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-Charge.
41.3
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M&L for brick work using with sub class ‘B’ brick (old size bricks), straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-in-Charge.
30
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M&L for Brickwork with sub-class ‘B’ bricks (old size bricks), straight or curved on plan to any radius in half brick thick walls, for partition wall, parapet in balcony and other similar work built in Cement Mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
98
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Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 sqm on plan and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.
45
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.
38
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Removing excavated material (soil/ dabries) to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed complete all as specified and as directed by Engineer-in-Charge.
7
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Supplying, laying and jointing of H.D.P.E Double wall corrugated (DWC) pipes (ISI Marked), 150 mm bore, SN-8 Class as per IS 16098 Part-II for non-pressure underground drainage and sewage applications with specials including cost of special, O rubber ring, couplers etc, laid in trenches on concrete bed to level/ gradient, jointing with appropriate class fittings as per manufacturer's instructions including jointing accessories and fittings complete all as specified and as directed by Engineer-in-Charge.
150
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M&L for Providing cement concrete 1:2:4, type B-0 (using 12.5 mm graded aggregates) as in roof kerbs or mud stops, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs including weathering, slightly rounded or chamfered angles and throating on edges complete all as specified and as directed by Engineer-in-Charge.
7
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M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed by Engineer-in-Charge.
75
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M&L for Cement concrete 1:2:4, Type B-1 (using 20 mm graded stone aggregates) as in surface channels and drains, complete all as specified and as directed by Engineer-in-Charge.
7.5
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M&L for Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregates), including demolition of existing drain pipe, any type complete all as specified and as directed by Engineer-in-Charge.
150
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Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided complete all as specified and as directed by Engineer-in-Charge.
7
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Providing precast Reinforced cement concrete 1:2:4, Type B-1 (using 20 mm graded stone aggregates), set in cement mortar 1:6 as in cover slabs, shaft cover at roof level and similar articles with plain faces fixed complete upto 4 storey building complete all as specified and as directed by Engineer-in-Charge.
7
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M&L for Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
600
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Demolition of RCC louvers/ jalli in shaft & other similar places of height upto 15 meter, including all scaffolding and necessary safety arrangement including removal of dubries from site upto distance 2 km from site as directed, complete all as specified and as directed by Engineer-in-Charge.
504
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Taking down existing plaster of any description on brick wall/ concrete surface/ parapet wall including racking out joints, hacking for key, scrubbing down with water etc, upto and including of 15 meter height, complete all as specified and as directed by Engineer-in-Charge.
17835
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M&L for dubbing out average 20 mm thick on irregular faces/ repair of demage area of walls, chajja and other similar work, exposed reinforced surfaces upto 15 meter height, in Cement Mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
225
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M&L for 5 mm thick rendering in Cement Mortar 1:3, on fair faces of concrete/ brick surfaces as in ceiling, facia, chajja, etc. finished fair and smooth complete all as specified and as directed by Engineer-in-Charge.
600
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M&L for 15 mm thick rendering in Cement and Sand mortar 1:4 over brick or concrete surfaces finished even and fair (external Plaster) without using extra cement and mixed with water proofing compound as per manufacturer's instruction, including all neceesery scaffolding & safety arrangement for plaster upto & including 4 storey building complete all as specified and as directed by Engineer-in-Charge.
Note : - WPC shall be measured and paid for seperately under respective item here-in-after of this schedule.
10875.01
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Supply Only Liquid water proofing compound complete all as specified and as directed by Engineer-in-Charge.
494
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M&L for 15 mm thick rendering in Cement and Sand mortar 1:6 over brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
4680
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Complete removal of existing treatment from internal/ external surfaces of building of any type viz white wash, distemper, cement base paint, external emulsion, texture finished exterior paint etc with mechanical means including necessary scaffolding and safety arrangements, up to height of four storey building by using sand papering to make surface smooth and ready to receive any treatment complete all as specified and as directed by Engineer-in-Charge.
25695
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M&L for Providing and applying 2 mm thick cement based wall care putty on wall over plastered surface to prepare the surface even and smooth complete all as specified and as directed by Engineer-in-Charge.
20250
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M&L for Preparing surface of wall and applying 15 mm thick rendering in cement mortar 1:4 with integral water proofing compound on wall surface including applying two coats of Epoxy Resin coating Polymer modified cementation coating like brush bond of Fosroc, asian paint, Pidilite and Bostic as per manufacturer's instructions as on wall over the plastered surface (in shaft area), of height upto 15 meter including all necessary scaffolding & safety equipment etc including taking down existing plaster complete all as specified and as directed by Engineer-in-Charge.
Note : 1. Above coated rates are inclusive of scaffolding, safety equipment, liquid water proofing compound and epoxy rasin coating as per manufacturer's instructions. 2. Epoxy rasin coating shall be done by authorised applicator as approved by GE.
1680
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M&L for preparation of surface to remove all loose material, clean by wire brush and clean with water apply two coat of damp proof compound, sure seal (Dr fixit)/ hydrolock by asian paints/ Sikacim by Sika as per manufacturer's instruction. Apply second coat perpendicular direction to first coat and after 4-6 hours dry of first coat on wall or similar area complete all as specified and as directed by Engineer-in-Charge. Note:- Damp proof coating shall be done by authorised applicator as approved by GE.
3600
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M&L for preparation of wall surfaces and applying two or more coats of Distempering (smart periodical) with 1st quality nano technology based nano water based premium acrylic interior emulsion paint with unique chemical composition of finest quality durable, water repellent, bacteria resistant, thermally insulating, elastomeric and it should protects wall from the damaging effects. The paint should have water repellent property, polymer composition such that it prevents dust-settling on the wall over and including of a priming coat complete all as specified and as directed by Engineer-in-Charge. Note :- Distempering shall be done by authorised applicator as approved by GE.
20250
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Material and labour for Finishing walls with Acrylic Smooth exterior paint of required shade: nanotechnology based nano water based electomeric finish two coat over and above one coat of water based electomeric primer not containing toxic material like Pb, Cr, Zn, biocides/ organocides; having defect-free nano-particle with inhibiting characteristics having bacteria killing rate above 40% and high anti-fungal properties, with super-hydrophobic properties with contact angle of water more than 750, with elongation (stretch ability) of more than 300%, in a nano-structured self assembled dispersion system with VOC level of less than 1%, 40 micron DFT of top coat over and including 1 mm thick acrylic wall care putty on external surface of wall including scaffolding, surface preparation & cleaning etc. Two or more coats on wall (smart periodical) complete all as specified and as directed by Engineer-in-Charge.
Note :- (i) Acrlic Exterior paint shall be done by authorised applicator as approved by GE.
(ii) All necessary scaffolding, safety equipment and all other tool & material shall be inclusive in rate quoted against this item.
21000
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M&L for preparation of newly plastered ceiling surfaces and applying two coats of OBD over a coat of primer complete all as specified and as directed by Engineer-in-Charge.
600
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M&L for Complete removal of existing treatment on ceiling surfaces and applying two coats of OBD over a coat of primer complete all as specified and as directed by Engineer-in-Charge.
5000
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M&L for preparation of old ceiling surfaces and applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge.
2000
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M&L for PVC (SWR) nahani traps/ floor trap 100 mm dia with grating including jointing to waste pipe with solvent cement as in repair complete all as specified and as directed by Engineer-in-Charge.
45
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S&F wash hand basin, vitreous china, flat back, white, of size 550 x 400 mm with & including SS waste coupling, angle brackets, PVC waste pipe, fixed as in repair complete all as specified and as directed by Engineer-in-Charge.
120
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S&F Vitreous China wash down water closet pan (pedestal pattern) 'P' or 'S' trap, white (excluding flushing cistern) including seat cover & flush pipe fixed to wall & on floor as in repair complete all as specified and as directed by Engineer-in-Charge.
120
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S&F in repair Jet spray. mild steel, chromium plated, suitable for 15 mm bore pipe with 1.25 metre long flexible tube and including making connections and fixed in position complete all as specified and as directed by Engineer-in-Charge.
120
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S&F in repair PVC valveless, syphonic action type flushing cistern of 10 litre capacity, low level, white with inlet ball valve, float and handle including bracktes complete all as specified and as directed by Engineer-in-Charge.
120
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S&F PVC connection 15 mm size with PTMT nuts of length 450 mm long fixed as in repairs complete all as specified and as directed by Engineer-in-Charge.
600
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Supply and fixing stainless steel towel rail, 600 mm long fixed with and including chromium plated brass screws and wooden/ plastic cleats (minimum weight 190 gms), fixed as in repair complete all as specified and as directed by Engineer-in-Charge.
120
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Supply and fixing stainless steel towel ring fixed with and including chromium plated brass screws and wooden/ plastic cleats (minimum weight 90 gms), fixed complete all as specified and as directed by Engineer-in-Charge.
120
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Supply and fixing looking mirror of size 600mm x 450mm of selected quality mounted on PVC frame and back fixed to wall with screw and rawl plugs, fixed as in repair complete all as specified and as directed by Engineer-in-Charge.
120
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Taking up or down PVC/ kitek pipe, 15 mm bore with all fittings and connection complete all as specified and as directed by Engineer-in-charge.
1800
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Taking up or down PVC/ kitek pipe, 20 mm bore with all fittings and connection complete all as specified and as directed by Engineer-in-charge.
1200
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Taking up or down steel tubing, 50 mm bore with all fittings and connection complete all as specified and as directed by Engineer-in-charge.
540
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Cutting chases, pinning in, of brick walls or concrete surfaces, making good to facings where required and pointing in cement mortar 1:3 for concealed water tubing, etc., and making good, cutting not exceeding 15 cm girth complete all as specified and directed by Engineer-in-Charge.
1800
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Supplying and laying of 20 mm (outer dia) CPVC pipes SDR 11 on walls/ ceiling or laying in floors including brass elbow, 'T' and all other necessary brass fittings like; 'T', bend & socket for fixing with GI tube, complete all as specified and as directed by Engineer-in-charge. Note : Pressure test shall be conducted by the contractor to check the leakage in pipe/ joints before plastering/ tiling over the concealed pipe.
1800
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Supplying and laying of 25 mm Tubes, 'medium grade' galvanised, with all fittings and fixed complete to walls and ceilings complete all as specified and as directed by Engineer-in-charge. Note : Pressure test shall be conduct by the contractor to check the leakage in pipe/ joints before plastering/ tiling over the concealed pipe in presence of Engineer-in-Charge.
1200
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Supplying and laying of 50 mm Tubes, 'medium grade' galvanised, with all fittings on walls/ ceiling or laying in floors, for spout pipe, over flow & waste pipe complete all as specified and as directed by Engineer-in-charge. Note : Pressure test shall be conduct by the contractor to check the leakage in pipe/ joints before plastering/ tiling over the concealed pipe in presence of Engineer-in-Charge.
540
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Supply and fixing of bib taps, brass, fancy type, long body with wall flange, chromium plated, with crutch or butterfly handle, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, fixed as in repairs complete all as specified and as directed by Engineer-in-charge.
360
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Supply and fixing in repair two way bib taps, brass (including fixing arrangement of health faucet), fancy type, long body with wall flange, chromium plated with crutch or butterfly handle, screwed down for iron pipe or for brass ferrule, suitable for 15 mm bore pipe, fixed, complete all as specified and as directed by Engineer-in-charge.
120
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Supply and fixing of angular stop cock, fancy type, cast copper alloy, chromium plated, screwed down, screwed both ends for iron pipe or for union suitable for 15 mm bore pipe, fixed as in repair complete all as specified and as directed by Engineer-in-charge.
600
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S&F brass, chromium plated, fancy type Wall mixer system with L bend including provision for over head shower), suitable for 15 mm bore complete all as specified and as directed by Engineer-in-charge.
120
-
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S&F in repair 15 mm bore, brass, chromium plated, mixer for mixing Hot and Cold water screwed down for iron pipes for center hole WHB mixer complete all as specified and directed by Engineer–in-Charge.
120
-
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Supply and fixing Corner Sheet glass shelf assembly consisting of 5.5 mm thick sheet glass, corner shelf, 300 mm radius with chromium plated bracket guard and railing, including fixing at site complete all as specified and directed by Engineer–in-Charge.
120
-
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S&F in repair Brass chromium plated shower rose 125 mm size including fixing to steel pipe or union complete all as specified and directed by Engineer–in-Charge.
120
-
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Supply and fixing 25 mm brass Union to connect iron to polyethylene pipes fixed as in repair complete all as specified and directed by Engineer–in-Charge.
120
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Supplying and laying of 125 mm Galvanised steel tubes, 'medium grade', cut to suitable length for sleeve fixed to wall or RCC slab to pass plumbing pipe trough walls/ ceiling or RCC slab, complete all as specified and as directed by Engineer–in-Charge.
12
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Taking down PVC eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc. complete all as specified and as directed by Engineer-in-charge.
1060
-
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Taking down CI eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc. complete all as specified and as directed by Engineer-in-charge.
400
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Supply and fixing PVC (SWR) pipes, single socketed, of pressure rating 6 kgf/cm2 in any length with rubber ring joints, fixed to walls, suspended ceilings or in floors etc., 110 mm bore, single socketed in any length, pipe shall be fixed atleast 100 mm away from wall, fixed to walls with MS/ GI clamps made out of flat iron of size 25mm x 3mm including nuts bolts etc including cutting/ boring of brick/ concrete wall/ slab wherever required and making good of the surface complete all as specified and as directed by Engineer–in-Charge. Note : (i) Smoke test shall be carried out to check the leakage at joints.
(ii) Joint of pipe with RCC slab (in case of floor trap/ 'P' trap shall be water sealed with crack repair component of Dr fixit or equivalent. Cost of the same shall deemed to be included in the rate quoted against this item.
1770
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Supply and fixing PVC (SWR) pipes, single socketed, of pressure rating 6 kgf/cm2 in any length with rubber ring joints, laid in trenches, floor etc, 110 mm bore, in any length, including cutting/ boring of brick/ concrete wall/ slab wherever required and making good of the surface complete all as specified and as directed by Engineer–in-Charge. Note : (i) Smoke test shall be carried out to check the leakage at joints.
(ii) Joint of pipe with RCC slab (in case of floor trap/ 'P' trap shall be water sealed with crack repair component of Dr fixit or equivalent. Cost of the same shall deemed to be included in the rate quoted against this item.
279
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S&F PVC (SWR) bends with access door of any radius, pressure rating 6 kgf/cm2, for 110 mm bore pipe complete all as specified and as directed by Engineer–in-Charge.
390
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Supply and fixing PVC (SWR) Junction (single T), equal or unequal with access door for 110 mm bore pipe, of pressure rating 6 kgf/cm2 fixed complete all as specified and as directed by Engineer–in-Charge.
630
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M&L 75 mm thick PCC 1:3:6, type C-2 (using 40 mm graded stone aggregates) as in flooring, plinth protection including finishing surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer–in-Charge. Note : 10 mm wide construction joint will be provided and Panel should not be more than 3 metre in length and joint filled with filler bitumen and sand in ratio (1:3).
835
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Demolition of Mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by Engineer-in-Charge.
128
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Demolition of brick tiles or terracing tiles, pointed in cement mortar alongwith cement screed or plaster and removing rubbish etc outide the MOD land complete all as specified and as directed by Engineer-in-Charge.
2550
-
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M&L for 50 mm thick (average thickness) PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregates) as in levelling course, sub base and roof padding, including mixed with WPC complete all as specified and as directed by Engineer-in-Charge. Note : WPC shall be measured and paid for separately.
2550
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M&L for 10 mm thick rendering in CM 1:4 plaster on roof surfaces including junction of parapets etc., and adjoining vertical surfaces and applying bituminous primer @ 0.40 litres per square meter including APP based polymeric membrane minimum weighing 3 kg/ Sqm and minimum 3 mm thick reinforced with polyester non woven fabric (weight not less than 150 gms/ sqm) laid on primed surface by torch application including cleaning & preparation of surface complete all as specified and as directed by Engineer–in-Charge.
Note : rates are applicable for work of height up to 4 storey building.
3720
-
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Supply and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) 78, solar reflection 0.70 and initial emittance 0.75 on waterproof and sloped surface of terrace, laid over and including 20 mm thick cement sand mortar 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner complete all as specified and as directed by Engineer-in-Charge.
2550
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Supply and fixing Rotational Moulded Polyethylene water storage tanks (Cylindrical vertical with closed top) of 500 litres capacity, Triple layered, hoisted and fixed in position all as specified in SSR Part I, including brass float valve of 20 mm bore and PTMT tank nipple etc, including dismantling existing water tank complete all as specified and directed by Engineer-in-charge.
120
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S&F Anodised aluminium snap grid with size of grid 605 mm x 605 mm frame work for false ceiling including Hangers 6 mm dia. G.I. (upto 1200 mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia, 40 mm long, including 6 mm thick Non asbestos fibre cement building boards in ceiling flat or sloping fixed or laid/ inserted to timber/ GI/ Aluminium framework with screws as per manufacturer's instructions, including dismantling of ceiling, any type complete all as specified and directed by Engineer-in-charge.
1416
-
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Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed by Engineer-in-charge.
175
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M&L for Machine cut Kota stone slab 20-25 mm thick in riser of steps, skirting, dado and pillars laid over and including 10 mm thick rendering, laid 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 as directed by Engineer-in-Charge.
750
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M&L for Machine cut kota stone slab in flooring etc., 20-25 mm thick laid over and including cement sand screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over and including 15 mm thick cement screed in CM 1:4, including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge.
720
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Material and labour for 18-20 mm thick Granite stone slabs, best quality, machine cut and polished, to be fixed on kitchen platform, steps, pillars, floors etc., and jointed with grey cement slurry and pointed in white cement mixed with marble dust (1:2) with admixture of pigment to match the shade of slab, including screed bed of 15 mm thick in cement mortar 1:6 and rounding off/ bull nosing exposed edges and making hole of suitable dia for gas pipes etc complete all as specified and directed by Engineer–in-Charge.
277
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S&F in repair sinks made of stainless steel l mm thick for kitchen or laboratory with plugs, washers and waste; including SS waste coupling, pvc waste pipe including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm and bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engineer-in-charge.
90
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S&F in repair Stainless steel Plate Rack 1.00 mm thick, of size 600 mm x 900 mm x 250 mm, grade SS-304 with shelves, hooks and railing to keep plates vertically and horizontally, including necessary fixing arrangement complete all as specified and directed by Engineer-in-charge.
90
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M&L for grinding, rubbing and polishing on existing marbled mosaic floor/ Kota stone floor complete all as specified and directed by Engineer-in-charge.
4680
-
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S&F PVC (SWR) gully trap 125/ 110 mm, setting and jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge.
480
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S&F PVC (SWR) 'P’ trap, 110 mm, setting and jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge.
270
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S&F PVC (SWR) vent cowl 110 mm, setting and jointing with solvent cement complete all as specified and as directed by Engineer-in-Charge.
60
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M&L for preparation of roof surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of Bituminous aluminium paint @ 100 gm/ sqm on top of membrane complete all as specified and as directed by Engineer-in-Charge.
1170
-
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M&L for providing water proofing treatment to sunken floors/ slab all as described below-
(a) making fillet of suitable size as per site requirement at corner of slab and wall with polymer modified cementitious (PMC) mortar consisting of one part of TAPCRETE P-151/ Bitufix/ fast flux/ SBR latex, two parts of cement and 6 parts of fine sand by weight.
(b) sealing of joint of pipe with epoxy putty CICO-POXY LC or epoxy mortar CICO-POXY 2125.
(c) cleaning the concrete surface by brushing and watering and applying a coat of TAPCRETE P-151/ Bitufix/ fast flux/ SBR latex, acrylic polymer modified cementitious slurry consisting of one part of TAPCRETE P-151/ Bitufix/ fast flux/ SBR latex, two parts of cement by weight. the coating shall be carried out upto 300 mm above FFL and shall be allowed to dry for 4-6 hours.
(d) applying a coat of tapcrete brush topping 1.5 mm thick consisting of one part of TAPCRETE P-151/ Bitufix/ fast flux/ SBR latex, two parts of cement and two parts of silica sand by weight and cured for 2 days.
(e) applying 15 mm thick plaster in CM 1:4 mixed with CICO super @ 100 ml per 50 Kg cement on treated surfaces.
920
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(b) External Water supply Schedule
-
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Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth and not exceeding 10 sqm on plan for foundation etc or for laying pipe lines and cables etc and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.
22
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Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm in any type soil, complete all as specified and as directed by Engineer-in-Charge.
19
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Removing excavated material to a distance not exceeding 50 metres 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.
3
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Taking up or down (from wall/ trenches/ floor) existing GI steel tubing and connections, including cleaning for refixing or removal to store of following sizes:-
-
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(a) 25 mm bore
600
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(b) 20 mm bore
2760
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(c) 15 mm bore
180
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Refixing of old steel tubing and connections in new or old position including cleaning internally and externally, any grade/ make in wall/ floor/ ceiling including all type of new fittings i.e. sockets, Tee, union, elbow etc complete all as specified and as directed by Engineer-in-Charge.
-
-
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(a) 20 mm bore GI pipe
360
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Supply, fixing & laying GI tubing, 'medium grade' with one socket, both end threaded in any length including cutting, threading, connection in new or old position complete with all type of new GI fittings laid in trenches complete all as specified and as directed by Engineer-in-Charge.
-
-
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(a) 25 mm bore
480
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Supply, fixing & laying GI tubing, 'medium grade' with one socket, both end threaded in any length including cutting, threading, connection in new or old position of following sizes complete with all type of new GI fittings as in wall/ ceiling/ floor complete all as specified and as directed by Engineer-in-Charge.
-
-
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(a) 25 mm bore
120
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(b) 20 mm bore
2400
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(c) 15 mm bore
180
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S&F Gun metal globe or gate valve, 25 mm bore with iron wheel head, screwed both ends for iron pipe and fixed complete including taking down old unsv gate valve complete all as specified and as directed by Engineer-in-charge.
120
-
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