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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC 0 0 MOH SITARGANJ PIPRI POST UKHLI KATRA SHAHJAHANPUR UTTAR PRADESH 242301 SHAHJAHANPUR SHAHJAHANPUR UTTAR PRADESH 242301 | SHAHJAHANPUR | UTTAR PRADESH | 242301 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹24.6 L+₹2.5 L (11.1%)Rejected-AOC | L2 | Rejected-AOC Not Lowest | |
| 3 | L3₹26.7 L+₹4.5 L (20.2%)Rejected-AOC | L3 | Rejected-AOC Not Lowest | |
| 4 | L4₹30.6 L+₹8.4 L (38.1%)Rejected-AOC | L4 | Rejected-AOC Not Lowest | |
| 5 | L5₹31.3 L+₹9.1 L (41.1%)Rejected-AOC 70 VARDHMAN NAGAR A P O SHYAM NAGAR AJMER ROAD JAIPUR PIN 342019 | JAIPUR | 342019 | L5 | Rejected-AOC Not Lowest |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
13 Jun 2020, 6:00 pmClosed
GE Bharatpur
GE Bharatpur
REPAIR TO JOINERY ,FLOORING, PLASTERING, DOOR WINDOWS, INTERNAL WATER SUPPLY AND CONNECTED ITEMS FOR OTM AND MD ACCN AT KANJOLI LINE BHARATPUR
2020_MES_345075_1
8946/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
GE Bharatpur
Class D category a (i)
7 documents required · 7 mandatory
₹500
Yes
GE Bharatpur
₹60,000
Yes
10 Aug 2020
15 May 2020
15 Jun 2020
15 May 2020
13 Jun 2020
29 May 2020
Amount
Taking down chowkats or frames n. exc 1.5 sqm each with shutters (without taking off shutters from the frame) complete as as specified and as directed by Engineer in Charge
Taking down chowkats or frames exc 1.5 sqm but n exc 4 sqm each with shutters (without taking off shutters from the frame) complete as as specified and as directed by Engineer in Charge
Taking down shutter of any description area exc 1 sqm and n. exe 2 sqm complete as as specified and as directed by Engineer in Charge
Taking down shutter of any description area n exc 1 sqm complete as as specified and as directed by Engineer in Charge
S&F for 30 mm thick Flush Shutters, Solid core construction, Single or double leaved rebating shall be square or splayed, with block board core and plywood face panels free from twist or wrap in plane, both face is covered with decorative face venner with Intenal wooden frame lipping not less than 50 mm complete all as specified and directed
S&F for 30 mm thick Flush Shutters, Solid core construction, Single or double leaved rebating shall be square or splayed, with block board core and both face is covered plywood face panels free from twist or wrap in plane, complete all as specified and directed
S&F for 2nd Class hard wood wrought plain fillets square, rectangular or triangular in section nec 3 sqcm fixed nails complete as as specified and as directed by Engineer in Charge
S&F for 0.56 mm thick aluminium alloy sheeting fixed with screw on door shutter complete as as specified and as directed by Engineer in Charge
S&F 35 mm thick 2nd class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauge etc.diveded in squares, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, gauge etc., sizes of members of shutters as specified in clause 8.24(a) SSR Part I complete as as specified and as directed by Engineer in Charge
S&F 30 mm thick 2nd class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauge etc.( without sash bars ), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, gauge etc., sizes of members of shutters as specified 8.24(b) in SSR Part I complete as as specified and as directed by Engineer in Charge
S & F for Solid PVC Door Frame of the size 50 x 47mm made out of 5mm PVC sheet. The door profiles are to be reinforced with 19x19mm M.S Square tube. EPDM rubber gasket weather seal to be provided through out the frame. The profile shall be mitre cut at two corners and joined by inserting 2nos. of 150mm long brackets of 15x15mm M.S. square tube inside the 19mm x 19mm M.S. square tube ands suitably screwed. complete as as specified and as directed by Engineer in Charge
Supplying & fixing in the frames at site factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement all as specified and shown on serial pages No. 142, 143, 144 , 145 & 146 of SSR 2010 (Part-II) and Particular specification & as directed by Engineer-in-charge.Note :- (i) Doors shall be of make :- Rajshri Plastiwood / Sintex /Rotomould / Rotomatic.(ii) The PVC doors shall be fixed as per manufacturer's instructions and as directed by Engineer-in-charge.
S&F Aluminium tower bolt of extruded section, 150mm length of bolt and fixed with screws, complete as as specified and as directed by Engineer in Charge
S&F 300mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts of extruded sections or cast aluminium alloy and fixed with screws complete as as specified and as directed by Engineer in Charge
S&F Aluminium handles 150mm size, cast type, anodised complete as as specified and as directed by Engineer in Charge
S&F 125mm size, aluminium (cast type) anodized, handle and fixed with screws complete all as specified.
S&F Aluminium, anodised, barrel tower bolts 125mm long of extruded section complete all as specified.
Painting to new or prevously untreated steel surfaces of any description over 10 cm in width or girth with two coats of synthetic enamel paint over a coat of zinc chrome primer including preparatin of surfaces complete as as specified and as directed by Engineer in Charge
M&L for preparation of new or prevously untreated wooden surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel over a coat of pink primer complete as as specified and as directed by Engineer in Charge.
Labour only for Resecuring Without taking down. Chowkat or frame not exc. 1.50 sqm each complete as as specified and as directed by Engineer in Charge
All as item No 21 above but exc. 1.50 sqm & n.exc. 4.00 sqm each complete all as specified.
All as item No 21 above but with shutters without taking of shutters from the frame area n.exc. 1.50 sqm each. complete as as specified and as directed by Engineer in Charge
All as per item, No 22 above but area Exc 1.50 sqm & n.exc. 4.0 sqm each
Labour only for Re-securing or easing and adjusting, without taking down door Shutter of any description and size.
All as per item No 24 above but Window shutter complete as as specified and as directed by Engineer in Charge
Labour only for Taking down door shutter of any description & size and refixing in the same opening after necessary repair required for smooth functioning complete as as specified and as directed by Engineer in Charge
All as per item No 26 above but Window shutter ditto-
Labour only for fixing in repair 2nd class hard wood stopper/cleats etc article n.exc 200 cu cm each complete as as specified and as directed by Engineer in Charge
Supply only 2nd class HW small fittings such as brackets of any type, shaped door and window stops and the like n.exc 200 Cu Cm each complete as as specified and as directed by Engineer in Charge
S&F in repairs tower bolt Aluminum anodised of 125 mm long complete as as specified and as directed by Engineer in Charge
All as per item No 30 above but 200mm long complete as as specified and as directed by Engineer in Charge
S&F in in repair Aluminium sliding bolt of any description and type of size 250mm long.
S&F in in repair brass sliding bolt of any description and type of size 300mm long complete as as specified and as directed by Engineer in Charge
S&F in repair MS butt hinges medium weight cold rolled of size 50mm complete as as specified and as directed by Engineer in Charge
S&F in repair MS butt hinges medium weight cold rolled of size 75mm complete as as specified and as directed by Engineer in Charge
S&F in repair MS butt hinges medium weight cold rolled of size 100mm complete as as specified and as directed by Engineer in Charge
S&F in repair Aluminium anodised with galvanised mild steel hinge pin butt hinges of size 100mm complete as as specified and as directed by Engineer in Charge
S&F in repair butt hinges extruded brass with galvanised mild steel hinge pin bright polished and fixed of size 100mm complete as as specified and as directed by Engineer in Charge
S & F repair 150mm mild steel (Helical door spring) ordinary spring including with necessary welding work complete as as specified and as directed by Engineer in Charge
Repairing of existing aluminium door single leafexc 1.00 Sqm but nexc 2.0 sqm including oiling and greasing of floor springs and making the door and shutter serviceable complete all as specified.(Floor door springs where renewed shall be measured and paid separately under appropriate complete as as specified and as directed by Engineer in Charge
Repairing of existing aluminium door single leafexc 1.00 Sqm but nexc 2.0 sqm including taking down all members , sheet glass of any thickness cleat , neosprene rubber beading and resecuring all sections & tightening all joints incl fixing new small cleats etc eac nexc 100 mm and refixing all members , sheet glass , aluminum cleat but new neosprene rubber beading (paid under seperate item ) and making the door and shutter serviceable , including fixing on Hinges complete all as specified.(Floor door springs, Neosprene rubber beading , Hinges Door Closer where renewed shall be measured and paid under seperate Item
Supply Only neosprene rubber beading suitable for aluminium door / window panels complete as as specified and as directed by Engineer in Charge
Supply Only Aluminium alloy Hinges 100 mm complete as as specified and as directed by Engineer in Charge
Supply only 125 mm Aluminium alloy Handle complete as as specified and as directed by Engineer in Charge
Supply only Floor spring for aluminum door shutter exc 1.0 m in width Make Sandhu or equivalent complete as as specified and as directed by Engineer in Charge
Taking Down Aluminium frame nexc 1.50 Sqm and resecuring all member of frame any shape or size with aluminium cleat or straight pieces nexc 75 mm each , resecuring complete frame to opening with required size of PVC plug and Screw not less than 100 mm complete all as specified
Ditto all as above Item No 46 but exc 1.5 Sqm and nexc 4.0 Sqm each Ditto complete as as specified and as directed by Engineer in Charge
S&F EPDM rubber strip of width 2 cm suitable for 1mm to 2 mm gap , fixed with adhesive like Fevicol pasting alongwith blue tag type nails complete as as specified and as directed by Engineer in Charge
S&F Aluminium Door seal of overal size 42 mm having nylon brush of 20 mm fixed on aluminium body strip of 22 mm, fixed with screw on Aluminium door, wooden shutters or PVC shutters complete as as specified and as directed by Engineer in Charge
Supply only 12 mm thick particle board grade 2 quality, interior grade, prepainted finished decorative type both faces complete as as specified and as directed by Engineer in Charge
Supply only Continous piano Hinge of flap with 40 mm when open, Mild Steel bright finish or electro galvanised complete as as specified and as directed by Engineer in Charge
S&F for Rubber door seal with nylon brush of overall size 35 mm fixed screw on wooden or PVC Shutters complete as as specified and as directed by Engineer in Charge
Supply & fixing in repair Double action floor spring hydraulically regu-lated made up of mini-mum 1.25 mm thick alu-minium alloy sheet foundation box,main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty complete as as specified and as directed by Engineer in Charge
All as per item No 53 here-in-before but, goverining pivot made of heavy duty mild steel fixed complete as as specified and as directed by Engineer in Charge
S&F in repairs aluminium anodised door handle circular type 120 mm dia fixed to aluminium door frame complete as as specified and as directed by Engineer in Charge
S&F in repairs Aluminium body ( extruded section ) body Door closer hydraulically regulated, designation No. 3 , universal type , suitable for door shutters 851 to 1000 mm in width and of weight between 61 to 80kg and fixed complete as as specified and as directed by Engineer in Charge
S&F in repairs Aluminium body ( extruded section ) body Door closer hydraulically regulated, designation No. 2 , universal type , suitable for door shutters 701 to 850 mm in width and of weight between 36 to 60 Kg and fixed complete as as specified and as directed by Engineer in Charge
S&F for Aluminium (die cast ) body door closer hudraulically operated regulated, designation No.1 universal type, suitable for door shutter of width upto 700 mm, and of wt not more than 35 Kg each complete as as specified and as directed by Engineer in Charge
S&F in repair for 100 mm mild steel 4 lever mortice lock vertical type of size complete as as specified and as directed by Engineer in Charge
S&F in repair for Aluminium Anodised window, ventilator fixed type shutter, aluminium section weighing 0.55 Kg/m incl necessary joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, hinges, anodised aluminium snap beading screw, complete as as specified and as directed by Engineer in Charge
S&F in repair power coated anodised Aluminium alloy sections sliding windows shutters with frames comprising Series -C (20mm), 2 track sliding shutters duly fitted with neoprene beading, glazing clips,locking device, heat absorbing glass 4.8 mm nominal thicknes complete all as specified and as directed
S&F in repair Powder coated Aluminium sections ( conforming to IS) door frames with double leaf shutters complete duly fitted with neosprene rubber beading,heat absorbing glass panes 4.8 mm nominal thickness, Alu anodised with rubber shoe floor door stoppers- 2 Nos, 100mm aluminium hinges 4 Nos per shutter, Handle 2 Nos in each shutter, Aluminium tower 1 Nos in each shutter and necessary locking arrangement with mortice lock with duplicate key complete all as specified and as directed
S&F in repair Powder coated Aluminium sections ( conforming to IS) door frames with single leaf shutters complete duly fitted with neosprene rubber beading,heat absorbing glass panes 4.8 mm nominal thickness, Alu anodised with rubber shoe floor door stoppers- 1 Nos, 100mm aluminium hinges 4 Nos per shutter, Handle 2 Nos in each shutter Aluminium tower 1 Nos in each shutter and necessary locking arrangement with mortice lock with duplicate key complete all as specified and as directed
S&F in repair for Aluminium Anodised door frame with shutter, incl necessary joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, 4 Nos 100mm hinges, 1 Nos 200mm aluminium anodised tower bolt anodised aluminium snap beading screw ecessary locking arrangement with mortice lock with duplicate complete all as specified
S & F in repair for 150 mm floor door stopper of aluminium alloy body and tonge,anodised with hard drawn steel spring complete as as specified and as directed by Engineer in Charge
Hacking out old broken glass, any thickness, size, quality, or description, from frame nexc 1.5 Sqm each pane complete as as specified and as directed by Engineer in Charge
S&F for 3.0 mm thick sheet glass ordinary quality and glazing with oil putty exc 0.5 Sqm each pane complete as as specified and as directed by Engineer in Charge
S&F for 3.0 mm thick figured glass ordinary quality and glazing with oil putty n.exc 0.5 Sqm each pane complete as as specified and as directed by Engineer in Charge
S&f for 4.8 mm thick sheet glass odinary qulity and glazing with neosprene beading n.exc 0.5 Sqm in each pane complete as as specified and as directed by Engineer in Charge
S&f for 4.80 mm thick sheet glass with solar control film 25 micron reflective type sticked to glass pane ,odinary qulity and glazing with neosprene beading exc 0.5 Sqm in each pane complete as as specified and as directed by Engineer in Charge
Taking up or down the existing serviceable GI steel tubing and connection of 15 mm dia,including cleaning and refixing old steel tubing and connection new or old position ( walls,ceiling,floor,trenches etc) complete as as specified and as directed by Engineer in Charge
Ditto all as above Item No 71 but 20 mm dia tube
Ditto all as above Item No 71 but 25 mm dia tube
Dismantling and taking up or down the existing unserviceable GI pipe and S&F for new 15 mm bore galvanised steel water rubing medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete as as specified and as directed by Engineer in Charge
Ditto all as above Item No 74 but 20 mm dia tube
Ditto all as above Item No 74 but 25 mm dia tube
Dismantling 1000 ltr water tank and M&L new 1000 ltr ISI marked triple layer, white color, rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) with thread type cover and fixed with screw hoisted and fixed in position & including 20mm brass ball valve all as specified in SSR part-I complete as as specified and as directed by Engineer in Charge
Dismantling 500 ltr water tank and M&L new 500 ltr ISI marked three layer, white colour, rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) with thread type cover and fixed with screw hoisted and fixed in position & including 20mm brass ball valve all as specified in ssr part-I complete as as specified and as directed by Engineer in Charge
M & L for Mild steel hollow sections uto 3.25 mm wall thickness,fixed independently, without connecting plates etc cut to length (cut to ordinary length ie within 20 mm of the length indicated) complete as as specified and as directed by Engineer in Charge
S&F 2 mm dia Mild steel wire 50x50 mm welded mesh, made up into mattress or cages,lapped wired and laid in position including closing after filling complete as as specified and as directed by Engineer in Charge
Demolition cement Concrete (unreinforced) of any description and any position not otherwise specifically provided for complete as as specified and as directed by Engineer in Charge
M&L for providing Square/Rectangular,raised platform of hight 20 cm below the tank and base dia min 100 MM projected by the external dia all around of tank for pvc cylendrical tank of capicity 500/1000 liters using pcc 1:3:6 type C1 using 20 mm graded stone aggregate with smooth finish including necessary form work etc.complete as as specified and as directed by Engineer in Charge
Disconnecting existing tanks carefully, setting aside (or lowering if required) for repairs, cleaning, etc. and hositing if required reconnecting and re-fixing in position capicity exc 250 ltr &nexc 500 litre inculding refixing of float valve, gate valve, nipple socket all necessary fixures with m &l , making functional without overflow (Cleaning repairing etc. measured and paid separately) complete as as specified and as directed by Engineer in Charge
Cleaning and removing all scale and dirt, etc. from tanks and form mouths of circulating pipes, etc.capicity exc 250 ltr &nexc 500 litre with gunny bags ,sand cleaning with fresh water and bleaching powder and marking date of cleaning with CA No complete as as specified and as directed by Engineer in Charge EIC
Supply only PTMT ball valve of 20 mm bore high pressure of PTMT with epoxy coated aluminium rod & high denisty plastic ball screwed for iron pipe (minimum wt 210 grams for ball only) complete as as specified and as directed by Engineer in Charge
Supply only PTMT ball valve of 15 mm bore high pressure of PTMT with epoxy coated aluminium rod & high denisty plastic ball screwed for iron pipe (minimum wt 142 grams for ball only) complete as as specified and as directed by Engineer in Charge
S&F in repair PVC cover thread type for PVC Water tank 500ltr capacity and fixed with screw with tank wall complete as as specified and as directed by Engineer in Charge
Demolition & breaking up drain pipes AC, (Salt glazed ware, AC or Reinforced concrete) set in CM Internal dia of pipe 100 mm/75 mm complete as as specified and as directed by Engineer in Charge
S&F UPVC (SWR) pipe not less than 6 Kg/sqcm rating single socketed, in any length with rubber ring joints including clamps of FI 40x3 mm fixed bolt 8 mm drilled to wall, in walls, type 'B' ISI marked of 110 mm bore complete as as specified and as directed by Engineer in Charge
Ditto all per Srl item No 89 above but 110 mm bore but fixing only complete as as specified and as directed by Engineer in Charge
S&F UPVC (SWR) pipe not less than 6 Kg/sqcm rating single socketed, in any length with rubber ring joints including clamps of FI 40x3 mm fixed bolt 8 mm drilled to wall,laid in trench or in floor, type 'B' ISI marked of 75 mm bore complete as as specified and as directed by Engineer in Charge
Ditto all as per Srl Item No 91 above but 75 mm bore but fixing only complete as as specified and as directed by Engineer in Charge
S&F UPVC (SWR) bend of 110 mm bore of any radious complete as as specified and as directed by Engineer in Charge
Fixing only UPVC (SWR) bend of 110 mm bore of any radious complete as as specified and as directed by Engineer in Charge
S&F UPVC (SWR) bend of 75mm bore with access door of any radious complete as as specified and as directed by Engineer in Charge
Fixing only UPVC (SWR) bend of 75mm bore with access door of any radious complete as as specified and as directed by Engineer in Charge
S&F sinks made of stainless steel 1mm thick kitchen or labortory with plugs, washers and wastes, including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm including waste pipe of polythelene of low or high density or pvc 32 mm dia &waste coupling brass chromium plated for 32 mm bore with long screwed shank and fly nuts including making holes in any type of wall for brackets and fixed in cm 1:3 or pcc 1:2:4 type B0 complete fixed in repair .Make of sink -comet /neelkamal/ hindustan/ devidayal/ kitchenqueen/ jaquar
Dismantling of old U/S grating of any description or size and S&F new PTMT grating 75/100/125 mm dia of weight not less than 40 gm for floor trap/Nahani trap.
Taking down cement plaster from stone wall surfaces etc including raking out joints hacking for kery scrubbing down with water etc complete as as specified and as directed by Engineer in Charge
Rendering 15 mm thick in CM (1:4) on brick masonry surfaces or concrete surface finished fair & even without using extra cement complete as as specified and as directed by Engineer in Charge
M&L for rendering 15 mm thick in cement mortar 1:6 on stone masonry surfaces or surface other than fair face of brick work of walls, finished even & smooth without using extra cement complete as as specified and as directed by Engineer in Charge
M&L for rendering 10 mm thick in cement mortar 1:3 on concrete surfaces inclduing finished fair & even on ceiling complete as as specified and as directed by Engineer in Charge
M&L for preparation of newly plastered surface of walls and applying two coats of cement base paint over one coat of primer complete as as specified and as directed by Engineer in Charge
Preparation of new plastered surfaces of walls and applying two coats of oil bond distemper over a coat of primer complete as as specified and as directed by Engineer in Charge
M&L for preparation of new plastered surfaces and applying three coats of white wash on ceiling complete as as specified and as directed by Engineer in Charge
Preparation of old plastered surfaces of wall & applying two coats of white wash complete as as specified and as directed by Engineer in Charge
Preparation of old plastered surfaces of wall & applying two coats of distemper oil emulsion complete as as specified and as directed by Engineer in Charge
Preparation of old plastered surfaces of wall & applying two coats of cement base paint complete as as specified and as directed by Engineer in Charge
S&F in repairs galvanized mild steel wire cloth 0.63 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tack or galvanised wire staple with rivets etc complete as as specified and as directed by Engineer in Charge
All as per item No 110 above but fixed in repairs with rivets etc to steel winows and ventilators complete as as specified and as directed by Engineer in Charge
Supply only water proofing compound complete as as specified and as directed by Engineer in Charge
Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete as as specified and as directed by Engineer in Charge
Dismantling asbestos cement (corrugated or semi corrugated) sheets in roof coverings complete all as specified.
S&F rolled mild steel work as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections,ms pipe) including distance pieces, cleats etc. conforming to Fe-410W Gde E-250 quality 'A' complete as as specified and as directed by Engineer in Charge
S&F rolled mild steel Hollow section square or rectangular of wall thickness 3.25 to 4.25 mm thick, work as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections,ms pipe) including distance pieces, cleats etc. conforming to Fe-410W Gde E-250 quality 'A' complete as as specified and as directed by Engineer in Charge .
M&L for mild steel work as in wind ties for roof covering including securing bolts etc. including all necessary drilling, bolting or riveting etc and similar work conforming to Fe 290 Gde E-165 all as specified and directed by Engineer-in-Charge.
S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410W Gde E-250 quality 'A' complete as as specified and as directed by Engineer in Charge
Pre painted galvatume alumimnium zinc coating GI based corrugated steel sheet 0.50 mm thick, sheeting of any colour having strength of 550 mpa as in roof covering etc, complete as as specified and as directed by Engineer in Charge
Pre painted galvatume alumimnium zinc coating GI based corrugated steel sheet 0.50 mm thick sheeting of any colour having strength of 550 mpa as in roof covering etc, complete as as specified and as directed by Engineer in Charge
S&F 6mm thick asbestos cement, corrugated or semi-corrugated sheets in roofs, walls etc fixed with ‘L’ hooks complete as as specified and as directed by Engineer in Charge
S&F asbestos cement two pieces adjustable serrated ridge, 6 mm thick for corrugated or semi-corrugated sheets with 'L' or 'J' hooks complete as as specified and as directed by Engineer in Charge
S&F asbestos cement two pieces adjustable Plain wing ridge, 6 mm thick for corrugated or semi-corrugated sheets complete as as specified and as directed by Engineer in Charge
Fixing only asbestos cement, corrugated or semi-corrugated sheets in roofs, walls etc fixed with ‘L’ hooks complete as as specified and as directed by Engineer in Charge
Fixing only two pieces adjustable serrated ridge for asbestos cement, corrugated or semi-corrugated sheets in roofs, walls etc fixed with ‘L’ hooks complete as as specified and as directed by Engineer in Charge
Dismantling wall and ceiling boards ( fibre, pulp, insulation ,etc. ) or insulation boards/slabs/blankets, any thickness, including cover fillets complete as as specified and as directed by Engineer in Charge
S&F GI snap grid frame work of size 600 x 600 mm for false ceiling including necessary notching. The snap grid shall consist of GI Main Tee and Cross Tee of size 35 x 25 x 0.7 mm, Main Tee suspended from the soffit @ 1200mm c/c with level clips, Cross Tee inserted/fixed into the slots of main T @ 600 mm to form a grid. The snap grid (main/cross tee section) shall be supported at ends all along the wall with GI angle of size 25 x 25 x 0.7 mm fixed to wall with suitable arrangement, fixed in grid support with 2.50 mm dia plain mild steel wire galvanised class 3 fixed in detached works etc to support snap grid, made of GI as per specification complete all as specified and as directed by Engineer-in-Charge.
S&F gypsum board not less than 6-7mm thick of size (595x595mm) both side PVC coated with one side decorated pattern complete as as specified and as directed by Engineer in Charge
Fixing only gypsum board not less than 6 mm thick of size (595x595mm) both side PVC coated with one side decorated pattern complete as as specified and as directed by Engineer in Charge
Removing building materials etc.(other than spoil payeable in earth work) to a distance exc 2 Km, including loading, unloading and stacking at the destination complete as as specified and as directed by Engineer in Charge
S&F for PVC wall panelling in repair with panel of 300 mm x 6 mm Hollow section of Sintex pattern SPUF- 146 or equivalent , fixed with PVC plug and screw and inserted to next panel groove, edges and corners of all door/ window/openings etc to be covered with PVC ange fixed with solvent cement complete all as specified as manufacturer's Instructions complete as as specified and as directed by Engineer in Charge
Cutting, opening, through brick wall for door, window and other opening or enlarging existing opening complete as as specified and as directed by Engineer in Charge
Forming jamb etc to opening including cutting, toothing and properly bonding into old works to match existing work in cement mortar 1:4 complete as as specified and as directed by Engineer in Charge
Making good under cill or lintels including all pinning when necessary in cm 1:4 complete as as specified and as directed by Engineer in Charge
M&L for providing cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and othe similar bands, plinth courses, bed plates, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as directed by Engineer-in-charge.
Dismantling of floor hearth and wall tilling incl mortar beding removing serviceable tiles to store and rubbish off the premises as directed by the Engr-in-Charge
Demolition of cement concrete (unreinfored) in ground floors and pavings nexc 15 cm thickness (below or above ground levels) complete as as specified and as directed by Engineer in Charge
Demolition of stone slabs and tiles of any thickness or description laid bedded and pointed in in any mortor in fllors, aprons etc complete as as specified and as directed by Engineer in Charge
M&L for 75 mm PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base complete as as specified and as directed by Engineer in Charge
M&L for 40 mm thick 1:2:4 type B-1 (using 20 mm graded stone aggrgate) finished even and smooth using extra cement complete as as specified and as directed by Engineer in Charge
supply only glass dividing strip 3 mm thick , 38 mm wide complete as as specified and as directed by Engineer in Charge
M&L for 75 mm thick PCC 1:3:6 type C-2 (using 20 mm graded stone aggrgate) finished even and smooth without usin extra cement complete as as specified and as directed by Engineer in Charge
M&L for 18- 20 mm thick kota stone flooring over 20 mm thick screed bedding layer in CM 1:6 ,laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as as specified and as directed by Engineer in Charge
M&L for 12- 15 mm thick kota stone flooring over 10 mm thick screed bedding layer in CM 1:3 ,laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as as specified and as directed by Engineer in Charge
S&F non skid ceramic coloured joint free tiles 7 to 8mm thick (squre/rectangular) area of each tile exc 0.18sqm but n.exc 0.38 sqm, in floors etc. over 15mm thick screed bed in CM 1:6 and set and jointed in neat slurry and pointed in white or coloured cement to match complete as as specified and as directed by Engineer in Charge
S&F non skid ceramic coloured joint free tiles in patches 7 to 8mm thick (squre/rectangular) area of each tile exc 0.18sqm but n.exc 0.38 sqm, in floors etc. over 15mm thick screed bed in CM 1:6 and set and jointed in neat slurry and pointed in white or coloured cement to match complete as as specified and as directed by Engineer in Charge
M&L Glazed ceramic joint free tiles in patches coloured/printed tiles in vertical surface of size 450x350x7mm thick with min 10% area of decorated tiles, set and jointed in neat cement slurry, over 15mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete as as specified and as directed by Engineer in Charge
M&L hard wearing joint free tiles in patches coloured/printed tiles in vertical surface of area of size exc 0.06 Sqm but nexc 0.18 Sqm and 7-8 mm thick with min 10% area of decorated tiles, set and jointed in neat cement slurry, over 15mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete as as specified and as directed by Engineer in Charge
M&L for 18- 20 mm thick granite work in cooking platforms and like incement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, over 15 mm thick screed bedding layer in CM 1:4 ,laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as as specified and as directed by Engineer in Charge
M&L for 12- 15 mm thick granite work in wall lining and like incement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, over 10 mm thick screed bedding layer in CM 1:3 ,laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as as specified and as directed by Engineer in Charge
Labour only drilling holes for bolt, pipes etc to stone work of any description complete as as specified and as directed by Engineer in Charge
M&L for rounding to edges of stone slab one edge, such as in steps, cooking platform and other similar situation complete as as specified and as directed by Engineer in Charge
Tanking down and refixing steel cuboard shutter with resecuring or easying & adjusting in same opening exc. 1.50 sqm but n exc 2 sqm each including making good of surface and two caot of synthetic enamel paint complete as as specified and as directed by Engineer in Charge.
M&L for cutting chases , pinning in , making good to facing where required and pointing in CM 1:3 to end or edges for concealed water tubing exc 10 cm but nexc 20 cm girth complete as as specified and as directed by Engineer in Charge
Supply only Mild Steel bright finish or electrogalvanised handle with lock including all fixture for inbuilt almirah complete as as specified and as directed by Engineer in Charge
M&L in repair 18/19 mm thick Prelaminated particle board, interior grade, prelaminated one side with deocrative choice lamination & other side balancing white lamination, fixed with screws to timber frame work including making good surfaces complete as as specified and as directed by Engineer in Charge
M&L for 18 mm thick PVC boarding shutters of density exc 550 Kg per Cum but nexc 600 Kg per Cum one side decorative lamination & other sidebalancing lamination sheet fixed with brackets, screws etc, Panels shall be fabricated using adhesive and screws wherever required all the edges shall be coverd with 18 mm x 1 mm thick edge bending tape or 90 degree edge bend finish as per manufactrure specification or approved pattern complete as as specified and as directed by Engineer in Charge
M&L for 18 mm thick PVC boarding shelves of density exc 550 Kg per Cum but nexc 600 Kg per Cum one side decorative lamination & other sidebalancing lamination sheet fixed with brackets, screws etc, Panels shall be fabricated using adhesive and screws wherever required, Supported for three sides with 18 mm x 18 mm PVC Ply fixed with Screw all the edges shall be coverd with 18 mm x 1 mm thick edge bending tape or 90 degree edge bend finish as per manufactrure specification or approved pattern complete as as specified and as directed by Engineer in Charge
S&F Continuous (piano) hinges, mild steel, bright finish or electrogalvanised with width of flaps (When open) 40 mm complete as as specified and as directed by Engineer in Charge
S&F Aluminium alloy, anodised, sliding door bolt 250mm long with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections & fixing bolts & sliding bolts of extruded sections or cast aluminium alloy complete as as specified and as directed by Engineer in Charge
M&L for electric welding length nexc 150 mm each to Hinges of angle iron chowkhat and easing shutter exc 1 Sqm but nexc 2 sqm each leaf of any location, height etc, any thickness or descripion without taking down shutter complete as as specified and as directed by Engineer in Charge
M&L for electric welding length nexc 150 mm each to Hinges of angle iron chowkhat and easing shutter nexc 1 Sqm each leaf of any location, height etc, any thickness or descripion without taking down shutter complete as as specified and as directed by Engineer in Charge
Supply only 100 mm Mild Steel Medium weight Colled Rooled Butt Hinges complete as as specified and as directed by Engineer in Charge
Supply only 75 mm Mild Steel Medium weight Colled Rooled Butt Hinges complete as as specified and as directed by Engineer in Charge
S&F Mild steel handle with nut & screwed bolt dia as per hole of window left hand operated for suitable for steel window shutter in repair complete as as specified and as directed by Engineer in Charge
S&F Mild steel handle with nut & screwed bolt dia as per hole of window Right hand operated for suitable for steel window shutter in repairs complete as as specified and as directed by Engineer in Charge
M&L for breaking the termite moulds, mahing holes with crow bars and pouring anti termite chemical emulsion @ 4 ltr per cum of moulds
M&L for providing and injecting chemical emulsion for the post constructional anti termite treatment along external wall where the apron is not provided using chemical emulsion @ 7.5 ltr per sqm of the vertical surface of the substructure to a depth of 300 mm including excavating channel the wall and rodding etc complete
M&L for providing and injecting chemical emulsion for the post constructional anti termite treatment along external wall below concrete or masonry apron using chemical emulsion @ 2.25 ltr per linear metre including drilling and plughing holes etc in apron complete
M&L for providing and injecting chemical emulsion for the post constructional anti termite treatment to voids of masonry using chemical emulsion @ 1.0 ltr per hole including drilling and plughing 12 mm dia holes with cement mortar 1:2 to match the surface complete
M&L for providing and injecting chemical emulsion for the post constructional anti termite treatment at points of contact of wood work by chemical emulsion (in oil or kerosene base solutions) @ 0.5 ltr per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same complete
M/s Ranaji Construction Co
Swastik Engineering Works
krishna Associate
Pioneer Enterprises
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