Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Dismantling posts or struts R.C.C any section, including taking out embedded portion in concrete brickwork,masonaryetcc and making good disturbed ground complete all as specified and as directed. |
| 2 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in natural and making good disturbed ground complete all as specified and as directed. |
| 3 | Dismantling fencing wire mesh any type and taken as credit complete all as specified and as directed. |
| 4 | Excavating in post holeseach not exc 0.5 cum, getting out,returning filling in and ramming earth or broken rubble mixed with earth around ,in layers not exceeding 25 CMin soft/loose soil includingremoval of soil to a distance not exceeding50m and making good the surfacecomplete all as specified and as directed. |
| 5 | Supply and fixposts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 6 | Supply and fixMS screw bolt exceeding 5cm and not exc 10cm longand dia fo neck 11-15 mm,machine made wih hexagonal or square head a one end and screwed the other or screwed the both ends,fitted with washers andhexagonal nuts and drillingetc of section confirming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 7 | Material and labour for Plain Cement Concrete( 1:3:6) type C2, using 40mm graded aggregate as in foundations, filling and mass concrete including necessary form work complete all as specified and as directed. |
| 8 | Providing reinforced concrete type B-1, 1:2:4 using 20 mm graded aggregate in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional areaexc 100 sq. cm and exc 250 Sq.cm, with or without chamfered angles and flat, splayed, rounded or mitred tops complete all as specified and as directed. |
| 9 | Supply only chain link PVC coated (1 mm thick) chain link fencng exc 2.00 but not exc 3.50 kg per sqm with size of mesh 50X50 mm and thicknesss of wire not exc 2.83 mm complete all as speicfied and as directed. |
| 10 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire complete all as specified and as directed.Note: Supply of MS line wire and flat iron bolts and nuts will be measured and paid separately. |
| 11 | Supply and fix 6mm dia wire PVC coated for support /line wire to chain linking complete all as specified and as directed. |
| 12 | Supply and fixied in repairs Galvanised steel Barbed Wire 2 stranded, 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of stranded rails straining bolts including securing, or tying at crossings with and provision of galvanised mild steel wire staples or steel pins etc complete, all as specified and as directed (each line wire to be measured)Make :Tata/RINL /Jain wirenetting/Nitin |
| 13 | Material and labour for Preparation of new Steel surfaces of any description not other wise described over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxideprimer complete all as specified and as directed. |
| 14 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided n ground floor a(below or above GL) complete all as specified and as directed. |
| 15 | Material and labour for Precastcement concrete Type-B1 1:2:4 using 20 mm graded stone aggregate as in man hole covers/gully trap cover slab ,plaftorm etc complete all as specified and as directed. |
| 16 | Material and labour forof Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter rough finished flat surfaces of concrete complete all as specified and as directed. |
| 17 | Material and labour for Formwork tosides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed. |
| 18 | Material and labour for Reinforced Cement Concrete 1:2:4type B1 using 20 mm graded stone aggregatesfor foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 19 | Material and labour for Reinforced Cement Concrete 1:2:4 Type B1 using 20 mm graded stone aggregatesfor Columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 20 | Material and labour for Mild steel TMT bars 10 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 21 | All as per above item No:20 but 5 to 10 mm dia as in stirrups, spacer etc complete all as specified and as directed. |
| 22 | S&F Framed work in( ornamentel and intricate design) such as gate andgrillsetc with ends of bars shouldered and or riveted or forged into spikes;framed guard bars barred iron doors ladders framed balusters walk ways railings frame work of water tanks and similar work conforming to Fe 290.Gde -E-165 including all fittings and fixtures etc complete all as specified and as directed. |
| 23 | M&L Granite of anythickness(of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms over & including 12mm thick screed in cement mortar (1:3) with pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting, polishing and rubbing complete all as specified and as directed. |
| 24 | Demolition of Brick work or stone /boulders masonary , built in cement mortar or cement lime mortar including all quoions,arches,pillars etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and as directed. |
| 25 | Taking down of cement mortar plaster of any description and preparation of surfaces for receiving new plaster including racking out of joints complete all as specified and as directed. |
| 26 | Material and labour for Brick work with flyash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6complete all as specified and as directed. |
| 27 | M&L for brick work with sub class ‘B’ old size fly ash bricks straight or curved on plan to any radius as in half brick thick wall built in CM 1:4 complete all as specified and directed. |
| 28 | M&L for rendering15mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. |
| 29 | Material and labour for preparing newly plastered surfaces of wall and applying two coats of cement based paint over newly plastered wall surface complete all as specified and as directed. |
| 30 | Material and labour for preparing old plastered surfaces of wall and applying one coat of cement based paint over old plastered wall surface complete all as specified and as directed. |
| 31 | Demolition of unreinforced cement concrete in ground floor and pavings n.exc. 15 cm thick (below or above GL) complete all as specified and as directed. |
| 32 | Dismantling of stone slabs and tiles of any description or thickness in floors aprons laid bedded and pointed in any mortar complete all as specified and as directed. |
| 33 | M&L for 75mm thick Plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in sub base of floorsing/hard standing, pathway finishing the surface even and fair complete all as specified and as directed. |
| 34 | Material and labourfor chequered cement concrete tiles 20cm x20cmx25mm thick ,ISI Marked , hydraulically machine pressed set, jointed and pointed in neat cement slurry with grey and cement pigment in floors over 20mm thick screed bedin cement mortar 1:4 over complete all as specified and as directed. |
| 35 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed. |
| 36 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. |
| 37 | Material and labour for Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete including necessary formwork complete all as specified and as directed. |
| 38 | M & L Plain Cement Concrete in surface channels and drains type C2 1:3:6 using 40 mm graded aggregatecomplete all as specified and as directed. |
| 39 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete complete all as specifed and as directed. |
| 40 | M&L for 75mm thick Plain Cement Concrete 1:2:4 type B-2 using 40mm graded stone aggregate as in sub base of floorsing/hard standing, pathway finishing the surface even and fair complete all as specified and directed |
| 41 | Material and labour for Plain Cement Concrete type B-1 (1:2:4) using 20 mm graded stone aggregate in coping of wall complete all as specified and as directed. |
| 42 | Dismantling structural steel work in any position complete all as specified and as directed. |
| 43 | S & F Rolled mild steel joist, channel, angle or tee sections, fixed independently, without connecting plates, etc. (Cut to ordinary lenghts i,e. within 20mm of the length indicated) GDE Fe 410-0W (gde E-250) quality A. complete all as specified and as directed. |
| 44 | Supply and fix Rolled mild steel inSteel Tubular truss/Vertical posts including special shaped washer etc. complete using ERW or induction butt weled tubes confirming to IS 1161 1979 Grade ST-240 complete all as specified and as directed. |
| 45 | Dismantling of plain or corrugated steel sheeting anygaugethickness including naintalor similar pattern roof coverings complete all as specified and as directed. |
| 46 | S&F Pre painted galvalume aluminium Zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall fixed with self tapping screws complete all as specified and directed. |
| 47 | S&F 0.71 mm thick Precoated colour or mill finish Aluminium Ridges plain(500-600mm) of alloy IS designation 31500, Aluminium Alloy (AA) 3004 (ISO designation). For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size M6, 60 mm long with 3 mm EPDM seal and SS plain washer complete all as specified and directed. |
| 48 | S&F in repairs 6.00 mm thick polycarbonate multiwall sheet opaque finish plain colour as in roof covering/cladding to wall, fixed with self tapping screws over 40mm x 3mm tk aluminium strips at joints complete all as specified and as directed. |
| 49 | S&F Mild steel, plain, black sheet 0.80 mm thick in wall cladding, steel gates 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 riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed. |
| 50 | S&F 600mm dia punched type concertinal coil (50 turns per coil) 0.5mm thick low carbon heavy galavanised cold rolled steel sheet as per IS:513,Confirm to heavy galavanised high tensile spring steel wire as per IS:4454 and confirming to heavy duty steel clips as per IS:2062 deep drawn quality with galavanising caoating (minimum 230GSM) having medium barbs of specification barb length :24+1mm pitch between two barbs 35+1 and weight of coil should not be less than 1.42 kg/Rm including fixed in position in between \"Y\" shaped angle iron post with barbed wire fence complete all as specified and directed by Engineer-in-Charge.Note:-The barbed wire shall be meaured and separately .After stretching the concertinal coil length of the compound wall on which it has been stretched shall be considered for measurement. |
| 51 | Comprehensive maintenance of sewage system consisting of sewage line,manholesof various sizes and depth.cleaning and removal of blockages of floortrap,Nahani/ trap and gully trapetc.., water closet of various sizes in buildings(Ground Floor,First Floor,Second Floor) including removal of blockage/clogging in sewage linesof entire sewage system of (ICGS Mandapam, South Hover Portand New CGRA Near Mandapam Camp) area by cleaning of sewage drains of dia exc 100mm and not exc 300mm diaincluding blocked manholes by rodding from manholes and well flushing after cleaning and removal of blocked/decomposed sludge/dirt and othermaterials to a place exc 50m and n.exc.500m and burning the same including removing and refixing manhole covers without damaging complete as and when required basis complete all as specified and as directed. |
| 52 | Note:-(i)The unit rate quoted by the tenderer shall be inclusive of employing sufficient number of person /T&P for attending day to day maintenance of sewage lines and other items mentioned accordingly the unit rate shall be arrived at. No extra cost what so ever shall be admissible on this account. However it is expected to employ minimum one safaiwala and one helperon daily basis for the above item ( for ICGS Mandapam andnew CGRA Mandapam camp area) irrespective of complaints. For every group of areas a register shall be maintained to show the date and time of complaints and date and time of rectification duly signed by a rep of users of the unit concerned and countersigned by JE/AGE. Failure to rectify and blokage/ complaints in 05 hoursfrom the time of intimation , a penalty of Rs 600/- per complaint shall be imposed and effected from the payment due to the contractor.(ii) The rate quoted by the contractor shall be deemed to include for Maintenance of entire sewage system in functional condition at ICGS Mandapam,South Hoverport andnew CGRA Mandapam. |
| 53 | Cleaning of the septic tanks,Soakage welland filter bed of size by removing thenight soil, sludge, scum and other material (such as orgaqnic/inorgnaic nature)accumulated there including bailing out the water over sludge / scumby mechanical pump, removing the above materialto outside the MD Landand washing with water etc including applying disinfectantcomplete and taking down tank covers ,cleaning and refixing in original position complete all as specified and directed at site, and removing the sludge / scum to out side of MD Land( I.e ICGS Mandapam and New CGRA near Mandapam Camp) under AGE B/R CG MANDAPAM Area and disposing off / covering the foul materials with earth / mud to avoid foul smell complete all as specified and as directed. .The above rate deemed to be included Note:1,2&3 Note:- Lifting of night soil ,sludgeScumand other(such as orgaqnic/inorgnaic) material with water using suitable pump attached with vehicle having tank of 5,000 litres capacity from septic tank ,soak well and manholes ( or from any other location as per the direction of Engr-in-charge) and removing to sutibale place out side the MDland (Authorised civil location) and dispose it safely complete all as specified and as directed. |
| 54 | Note1 :- The above Rate is inclusive ofone Driverwith two man power with and including pumping arrangement attachedwith vehicleofFive Thousand litres capacity complete all as specified and as directed.Note-2:- The above Rate is also inclusive of sucking pipe (Upto 50m length) from place of lifting of night soil with water to pump attached with vehicle.Note No :- In case vehicle is not arranged as per direction of Engineer-in-Charge in writing, recovery at double the market rate or double the CArate whicheveris higher will be effected from payment due to the contractor. |
| 55 | Material & Labour for cleaning of manholes of depth n exc 1.0 Metre by pumping out the sewage water completely by removing the sludge and other materials from the Manholes by suitable means and removing all the materials obtained from the manholes outer side MD land and cleaning the complete atea including making good any damages to the manholes complete all as specified and as directed. |
| 56 | Material & Labour for cleaning of manholes of depthexc 1.0 Metre but n exc 2.0 Metre by pumping out the sewage water completely by removing the sludge and other materials from the Manholes by suitable means and removing all the materials obtained from the manholes outer side MD land and cleaning the complete atea including making good any damages to the manholes complete all as specified and as directed. |
| 57 | Material & Labour for cleaning of manholes of depthexc 2.0 Metre but n exc 3.0 Metre by pumping out the sewage water completely by removing the sludge and other materials from the Manholes by suitable means and removing all the materials obtained from the manholes outer side MD land and cleaning the complete atea including making good any damages to the manholes complete all as specified and as directed. |
| 58 | Demolition and breaking up drain pipes set in cement mortar (salt glazed stoneware/asbestos cement/reinforced) including bed concrete and removal of debris to low lying area to a distance not exceeding 100m, of the following sizes complete all as specified and as directed. |
| 59 | (a)100mm bore |
| 60 | (b)150mm bore. |
| 61 | (c ) 200mm bore. |
| 62 | M & L for salf glazed stoneware drain pipes of Grade \"A\", of the following sizes laid in trenches and jointed complete all as specified and as directed. |
| 63 | (a)100mm bore |
| 64 | (b)150mm bore. |
| 65 | (c ) 200mm bore. |
| 66 | M&L300 mm bore RCC pipes class NP2 laid and jointed and complete with collars complete all as specified and as directed. |
| 67 | M & L for cement concrete bed type C2 (1:3:6, using 40mm graded stone aggregate) to drain pipes including packing under and haunching against the sidesof pipes after they are laid and fitted in cement concrete of the following sizes complete all as specified and as directed.:- |
| 68 | (a)100mm bore |
| 69 | (b)150mm bore. |
| 70 | (c ) 200mm bore. |
| 71 | Cutting Salt glazed stone ware drain pipe in position including jointing socket end of new pipe to same with packed spun yarn and cement mortar (1:1) complete all as specified and as directed. |
| 72 | (a)100mm bore |
| 73 | (b)150mm bore. |
| 74 | (c ) 200mm bore. |
| 75 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150mm bore pipe, complete all as specified and as directed. |
| 76 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 200mm bore pipe, complete all as specified and as directed. |
| 77 | Removing plants /herbs grown on duct /wall portion, SWR pipes joint area for multistoried buildings at any storeyed. Cleaning with steel brush and rubbish down all dirt, mud and shabby materials from the SWR pipe joints & duct / wall portion complete and applied neat cement slurry/cement mortar on the leakages of SWR pipe joints /vertical stacks and applying one coats of cement based paints on duct wall portion complete all as specified and as directed. |
| 78 | Removing plants / herbs grown on walls/junctions with roots using herbicide chemical and of existing brick and concerte in high raised building at any storeyed complete all as specified and as directed. |
| 79 | Taking up and set aside the draincover slabs and refixing the same with cement mortar 1:6, after cleaning the drain complete all as specified and as directed. (cleaning of drains shall be measured and paid separately) |
| 80 | Cleaning of open/Closed/storm water drain and removing all debris from the drain off the premises complete all as specified and as directed. |
| 81 | M & L Plain cement concrete in 1 : 4 : 8 type D2 using 40 mm graded stone aggregate as in foundatione etc complete all as specified and directed. |
| 82 | M&L rendering 15mm thick in CM(1:4) on stone masonary surfaces or surface other tan fair faces of brick work or on one side of lathing mixed with water proofing compound complete all as specified and as directed.Note : WPC shall be measured and paid separately |
| 83 | Supply only Water proofing compound complete all as specified and as directed. |
| 84 | M&L Plain Cement Concrete 1:2:4 mix type B1 using 20mm graded aggregateas insurface channels and drains complete all as specified and as directed. |
| 85 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/Stopped ends etc complete all as specified and as directed. |
| 86 | ditto all as per above item NO:21 but add/Deduct for each 25mm girth or part thereof over or under 30 cm complete all as specified and as directed. |
| 87 | M&L Plain Cement Concrete 1:2:4 using 20mm graded aggregate as in bed block coping , or similar work and setting in cement mortar 1:6 complete with joint to match all as specified and as directed inclduing necessary form work , complete all as specified and as directed. |
| 88 | Demolition of cement concrete (reinforced) of any descritpion and in any position not otherwise specifically provided all as specified and as directed and depositing of the debris out of the premises complete all as specified and as directed. |
| 89 | Separating scraping and cleaning of reinforcement (demolition of concrete measured seperately) complete all as specified and as directed. |
| 90 | M&L for precast reinforced cement concrete 1:2:4mix type B1 using 20mm graded stone aggregate set in cement mortar 1:6 as in cover slab shelves etc complete all as specified and as dirtected. |
| 91 | M&L mild steel TMT bars 10mm dia and over cut to length bent to shape required inclduing cranking binding etc., and including binding with mild steel wire (annealed) not less than 0.9mm dia all as specified and directed complete all as specified and as directed. |
| 92 | M&L mild steel TMT bars 6mm to 8mm dia and over cut to length bent to shape required inclduing cranking binding etc.., and including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed. |
| 93 | Rough excavation not exc 1.5m deep and getting out in soft /loose soil complete all as specified and as directed. |
| 94 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soil etc complete all as specified and as directed. |
| 95 | Removing excavated Soil n.exc 50 mdistance and deposited where directed at a level n.exc 1.50 m above the starting point all as specified and as directed. |
| 96 | S&F PVC grating 125mm size of PTMT dia fixed in repairs(minimum weight 100gms) complete all as specified and as directed. |
| 97 | S&F PVC grating 150mm size of PTMT dia fixed in repairs(minimum weight 100gms) complete all as specified and as directed. |
| 98 | Preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed. |
| 99 | Demolition of plain cement concrete n.exc 15cm thick as in floors and plinth protection (below and above ground level and disposing of debris off the premisses complete all as specified and as directed. |
| 100 | M&L 75mm thick Plain Cement Concrete 1:3:6type C2 using 40mm graded stone aggregateas plinth protection finished fair and even complete all as specified and as directed. |
| 101 | S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in treches or in floors complete all as specified and as directed. |
| 102 | S&F 75mm dia PVC (SWR) pipes double socketed in any length with rubber ring joints laid in treches or in floors complete all as specified and as directed. |
| 103 | S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in treches or in floors complete all as specified and as directed. |
| 104 | S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 105 | S&F 75mm dia PVC (SWR) pipes double socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 106 | S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 107 | S&F 110mm dia PVC (SWR) pipes double socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 108 | S&F 75mm dia PVC (SWR) bends any radius but without access door complete all as specified and as directed. |
| 109 | S&F 110 mm dia PVC (SWR) bends any radius but withoutaccess door complete all as specified and as directed. |
| 110 | S&F 75mm dia PVC (SWR) bends any radius but provided access door complete all as specified and as directed. |
| 111 | S&F 110 mm dia PVC (SWR) bends any radius but provided access door complete all as specified and as directed. |
| 112 | S&F 75mm dia branch piece single (Single Y) equal or unequal without accessdoor complete all as specified and as directed. |
| 113 | S&F 110mm dia branch piece single (Single Y) equal or unequal without access door complete all as specified and as directed. |
| 114 | S&F 75mm dia branch piece single (Single Y) equal or unequal but provided access door complete all as specified and as directed. |
| 115 | S&F 110mm dia branch piece single (Single Y) equal or unequal but provided access door complete all as specified and as directed. |
| 116 | S&F 75mm dia branch piece double (double Y) equal or unequal but provided access door complete all as specified and as directed. |
| 117 | S&F 110mm dia branch piece double (double Y) equal or unequal but provided access door complete all as specified and as directed. |
| 118 | S&F 75mm dia Junction single (Single T) equal or unequal but provided access door complete all as specified and as directed. |
| 119 | S&F 110mm dia Junction single (Single T) equal or unequal but provided access door complete all as specified and as directed. |
| 120 | S&F 75mm dia Junction double (double T) equal or unequal without access door complete all as specified and as directed. |
| 121 | S&F 110mm dia Junction single (Single T) equal or unequa without access door complete all as specified and as directed. |
| 122 | S&F 110mm dia Junction double (double T) equal or unequal without access door complete all as specified and as directed. |
| 123 | S&F 75mm dia Junction single (Single T) equal or unequal without access door complete all as specified and as directed. |
| 124 | S&F 75mm dia Junction double (double T) equal or unequal but provided access door complete all as specified and as directed. |
| 125 | S&F 110mm dia Junction double (double T) equal or unequal but provided access door complete all as specified and as directed. |
| 126 | S&F 75 mm bore PVC ( SWR ) Couplers complete all as specified and as directed. |
| 127 | S&F110 mm bore PVC ( SWR ) Couplers complete all as specified and as directed. |
| 128 | S&F 75mm bore PVC (SWR) Vent Cowl complete all as specified and as directed. |
| 129 | S&F 110 mm bore PVC (SWR) Vent Cowl complete all as specified and as directed. |
| 130 | S&F 100 mm cast Iron sanitary connection socket to fit Wc out let complete all as specified and as directed. |
| 131 | S&F 110mm PVC (SWR) WC connector with lip ring complete all as specified and as directed. |
| 132 | S&F 110mm PVC (SWR) WC connector with bent type complete all as specified and as directed. |
| 133 | S&F 75 mm PVC (SWR) floor trap plain with grating including jointing with slovent cement |
| 134 | S&F 75mm PVC(SWR) multifloor trap with grating includin jointing with solvent cement complete all as specified and as directed. |
| 135 | S&F PVC connection both end brass union and length 450 mm long for 15 mm bore pipe complete all as specified and as directed. |
| 136 | S&F Vitreous china wash down water closet pan (pedestal pattern) white (Excluding fixing bolts, flushing cistern and flush pipe as fixed in repairs complete all as specified and as directed. |
| 137 | S&F Seat Cover(Whitecolour) for pedestal pattern as fixed in repairs complete all as specified and as directed. |
| 138 | S&F Vitreous China WHB white flat back size of 630X450mm excluding taps waste chain and plug and porcelien stopper but including brakets as fixed in repairs complete all as specified and as directed. |
| 139 | M&L 32mm dia waste fittings brass chromium plated for glazed ware sinks basins etc., with long screwed shaks and fly nuts flange and bedded in red lead cement and other end fixed in repairs complete all as specified and as directed. |
| 140 | S/F 10 litres capacity of Low level PVC flush Cistern as fixed in repairs and including of 32mmdia PVC flush pipe to connectfrom flush cistern to water closet ( any pattern) and making goodall theJoints complete all as specified and as directed. |
| 141 | S&F Vitreous china squatting pan, Orissa pattern size 680X470mm white, with integral foot rests (Excluding flushing cistern and flush pipe as fixed in reapairs complete all as specified and as directed. |
| 142 | S&F Vitreous china squatting pan of pattern long pan size 630mm white with P or S trap front or back inlet and foot rests any pattern (excluding flushing cistern and flush pipe) as fixed in repairs complete all as specified and as directed. |
| 143 | Supply of Vitreous China urinal flat back size of 465X355X265mm white (minimum) with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) as fixed in repairs complete all as specified and as directed. |
| 144 | Ditto all as per above item No. : 130but half stall type white excluding flushing cistern flush pipe and waste pipe complete all as specified and as directed.. |
| 145 | S&F Two Way brass CP Bibcock with wall flange(facilitate to fix the Halth faucet) FLR 8041N (Make : Jaquar)15 mm dia boretype withhandle, screwed down, screwed for iron pipe or famale of quarter turn type as fixed in repairs complete all as specified and as directed. |
| 146 | S&F in repairs Health faucet(ABS Body) with 8mm dia1.00 m long flexible tube(PVC /stainless steel coated) and wall hook complete all as specified and as directed. |
| 147 | M&L for repairing the floor trap by demolition of floor concrete or sub base concrete around the trap of size 30 x 30 cm to the required depth (bottom of the trap) and providing PVC SWR pipe from trap to top portion upto grating finishing the same with cement concrete 1:2:4 type B0, finishing of grating complete all as specified and as directed. |
| 148 | M&L for repairing the joints of CI pipes of WC/Bath/Rain water by cement mixed with WPC compound to stop the leakage complete all as specified and as directed. |
| 149 | M&L for repairing the joints of WCby white cement mixed with WPC compound to stop the leakage complete all as specified and as directed. |
| 150 | M&L for repairing the sides of WC/Bathby white cement mixed with WPC compound to stop the leakage complete all as specified and as directed. |
| 151 | M&L for de-watering from the existing PVC service water tanks of capacity exc 250 ltrs and n.exc 500 ltrs kept over roof slab/staging of any height and cleaning internal surfaces of tanks to remove the deposited scales, dirt, mud and other foreign materials, rubbing with water using coir/jute brushes and washing the surfaces with fresh water, cleaning the inner surfaces with mixture of bleaching powder and water and finally washing with fresh water including taking down existing water tank, float valve and re-fixing the same in position complete all as specified and as directed. |
| 152 | M&L for de-watering from the existing PVC service water tanks of capacity exc 500 ltrs and n.exc 1000 ltrs kept over roof slab/staging of any height and cleaning internal surfaces of tanks to remove the deposited scales, dirt, mud and other foreign materials, rubbing with water using coir/jute brushes and washing the surfaces with fresh water, cleaning the inner surfaces with mixture of bleaching powder and water and finally washing with fresh water including taking down existing water tank, float valve and re-fixing the same in position complete all as specified and as directed. |
| 153 | M&L for de-watering from the existing PVC service water tanks of capacity exc 1000 ltrs and n.exc 2000 ltrs kept over roof slab/staging of any height and cleaning internal surfaces of tanks to remove the deposited scales, dirt, mud and other foreign materials, rubbing with water using coir/jute brushes and washing the surfaces with fresh water, cleaning the inner surfaces with mixture of bleaching powder and water and finally washing with fresh water including taking down existing water tank, float valve and re-fixing the same in position complete all as specified and as directed. |
| 154 | Taking down old unserviceable water storage tank covers,supply fixing new tank cover secured to tank with lock bolt, screw etc for capacity of tanks exc 250 ltrs but n.exc 1500 ltrs complete all as specified and as directed. |
| 155 | Supply only 15mm PVC float valve high pressure of PTMT with epoxy coated aluminiumrod and GI long nipple with check nut complete all as specified and as directed. (Note : Cost of tanking down existing float valve and fixing new valve is covered under item No 1 to 3 here-in-above as applicable) complete all as specified and as directed. |
| 156 | Supply only 20mm PVC float valve high pressure of PTMT with epoxy coated aluminiumrod and GI long nipple with check nut complete all as specified and as directed. (Note : Cost of tanking down existing float valve and fixing new valve is covered under item No 1 to 3 here-in-above as applicable) complete all as specified and as directed. |
| 157 | Supply only 25mm PVC float valve high pressure of PTMT with epoxy coated aluminiumrod and GI long nipple with check nut complete all as specified and as directed. (Note : Cost of tanking down existing float valve and fixing new valve is covered under item No 1 to 3 here-in-above as applicable) complete all as specified and as directed. |
| 158 | M&L cleaning and removing all scale and dirt etc. from tanks and from mouths of circulating pipes etc exc. 500 litre and not exc. 1000 litre and writing date of cleaning with white paint on each tanks complete all as specified and as directed. |
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