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| 1 | M&L for prepration of plastered or unplastered surfaces of old walls including brooming down with steel wire brush, scraping down smoke or soot moulds, efflorences , trading oil and greasy spots and applying one coat of white wash on walls complete all as specified and directed . |
| 2 | M&L for prepration ofplastered or unplastered surfaces of old walls including brooming down with steel wire brush, scraping down smoke or soot moulds ,efflorences , trading oil and greasy spots and applying one coat of white wash on ceiling complete all as specified and directed . |
| 3 | M&L for prepration of old painted surface of wallby washing, rubbing down, stopping of distemperedand applying two coat of oil bound distemper complete all as specified and directed . |
| 4 | M&L for prepration of old painted surface of ceilingby washing, rubbing down, stopping of distemperedand applying one coat of oil bound distemper complete all as specified and directed . |
| 5 | M&L for applying 3mm thick wall care putty on wall including grinding, scrapping upto smooth surface complete all as specified and directed . |
| 6 | M&L for applying 3mm thick wall care putty on ceiling including grinding, scrapping upto smooth surface complete all as specified and directed . |
| 7 | M&L for preparation of plastered or unplastered old surface of wall and applying one coat of oil bound distemper complete all as specified and directed . |
| 8 | M&L for preparation of old surfaces of wood and wood based of any description, not otherwise described, over 10 cm width or girth including for all necessary preparatory work required and applying one coat of syntheticenamal paint complete all as specified and directed by Engineer-in-charge. |
| 9 | M&L for preparation of old surfaces of steel and iron of any description, not otherwise described, over 10 cm width or girth including for all necessary preparatory work required and applying one coat of syntheticenamal paint complete all as specified and directed by Engineer-in-charge. |
| 10 | S&F in repair drapery curtain rod/ harrison rails of anodised aluminium alloy complete with mild steelbrackets golden colour rings and sode caps fixed in position by drilling holes in walls and fixed the brackets with rawl plug and steel screwcomplete all as specified and directed by Engineer-in-charge |
| 11 | S&Fin repairs stainless steel wire mesh of 0.36mm dia of wire and average width of aperture 1.40mm & fixed with tinted tacks of galvanised over staples for steel window and ventilator or aluminum windowcomplete all as specified and directed by Engineer-in-charge. |
| 12 | S&F in repair vitreous china wash down water closet pan (pedestal pattern), white including, seat cover, connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to floor (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and directed by Engineer-in-charge. |
| 13 | S&F in repair 10 ltr capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, fixing of flush pipe with water closet complete all as specified and directed by Engineer-in-charge. |
| 14 | S&F in repair vitreous china wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or erecting stand, CP waste fitting and PVC waste pipe complete all as specified and directed by Engineer-in-charge. |
| 15 | S&F in repair vitreous china squatting pan ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) includingconnection to trap complete all as specified anddirected by Engineer-in-charge. |
| 16 | S & F in replacement 600 mm x 450 mm bevelled edge mirror of selected quality glass mounted on 6 mm commercial plywoodand fixed with wooded plug with chromium plated brass screws and cup washeres complete all as specified anddirected by Engineer-in-charge. |
| 17 | S&F in repair stop/angle cock fancy type chromium plated, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixedcomplete all as specified anddirected by Engineer-in-charge. |
| 18 | S&F in repair bib taps, fancy type chromiun plated, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixedcomplete all as specified anddirected by Engineer-in-charge. |
| 19 | S&F in repair brass CP brass shower rose with swivel joint 125 mm size complete all as specified anddirected by Engineer-in-charge. |
| 20 | S&F in repair brass CP Tubular towel rail, aluminium anodised 20mm dia, D type, 60cm long between flanges complete all as specified anddirected by Engineer-in-charge. |
| 21 | Taking up or down 15mm dia steel tubing and connections, including cleaning for refixing or removal to store complete all as specified anddirected by Engineer-in-charge. |
| 22 | Taking up or down 20mm dia steel tubing and connections, including cleaning for refixing or removal to store complete all as specified anddirected by Engineer-in-charge. |
| 23 | M&L for refixing old 15mm dia steel tubing and connections in new or old position (Walls, ceiling, floors, etc complete all as specified anddirected by Engineer-in-charge. |
| 24 | M&L for refixing old 20mm dia steel tubing and connections in new or old position (Walls, ceiling, floors, etc complete all as specified anddirected by Engineer-in-charge. |
| 25 | M&L for galvanised iron tube 15mm dia medium grade with all fitting and fixtures such as bends, elbows, tees, shorts pieces, back nuts, connectorscomplete all as specified anddirected by Engineer-in-charge. |
| 26 | M&L for 15mm outer dia 3-layers PP-R polypropelene random copolymer concealed pipes SDR7.4(PN 16) UV stabilised and anti microbial fusion welded having thermal stability for hot and cold water supply includingall PP-R plain & brass threaed polypropylene random fitting fixed complete to walls ,ceilings or in floor etc complete all as specified anddirected by Engineer-in-charge. |
| 27 | M&L for galvanised iron tube 20mm dia medium grade with all fitting and fixtures such as bends, elbows, tees, shorts pieces, back nuts, connectorscomplete all as specified anddirected by Engineer-in-charge. |
| 28 | S&F in repair PVC connections 15mm size with PTMT nuts of length 450mm complete all as specified anddirected by Engineer-in-charge. |
| 29 | S&F in repair 15 mm Pillar taps, cast copper alloy, with capstan heads,fancy type chromium plated, screwed down high pressure, with or without lettered \"Hot\" or \"Cold\" with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified anddirected by Engineer-in-charge. |
| 30 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified anddirected by Engineer-in-charge. |
| 31 | M&L for colouredglazed ceramic tiles in vertical surface 350x 250x 7 mm / 450X 350X 7mm thick set and jointed in neat cement slurry over and included 10mm thick cement plaster in CM 1:6and pointed in white or coloured cement to match complete all as specified anddirected by Engineer-in-charge. |
| 32 | M&L for 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 as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over 15mm thick 1:6 CM screed bed or bedding layer for laying floor finishes complete all as specified anddirected by Engineer-in-charge. |
| 33 | S&F virified ceramic tiles 10 mm thick light shade (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over 15mm thick 1:6 CM screed bed or bedding layer for laying floor finishes complete all as specified anddirected by Engineer-in-charge. |
| 34 | Materials & labour for water proofing treatment to sunkun floors with the following courses of treatment :- (a) Apply first layer of slurry of cement @ 0.488 kg/sqm mixed with acrylic polymer modified cementitous composite compounds @ 0.126 kg/sqm all as specified. (b) Apply second layer of slurry of cement @ 0.242 kg/sqm mixed with acrylic polymer modified cementitous composite compounds @ 0.253 kg/sqm including cleaning the surfaces and all as specified.(c) Apply 200 micron thick polythene film pasted with the help of adhesives shall be provided over treatment all as specified. Note :- The slope of slab shall be 1:20 towards the corner of outer walls and GI pipe of 50mm dia (medium grade) be inserted at corner projecting out side 10 cm which should be measured and paid separately. |
| 35 | Dismantling water tanks (exc 500 liter but n exc 1000 liter capacity) and removing to store complete all as specified anddirected by Engineer-in-charge. |
| 36 | M&L for hoisting and fixing rotational moulded polyethylene water storage tanks of 1000 liters capacity of three layer (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part -I complete all as specified anddirected by Engineer-in-charge. |
| 37 | S&F 20mm Ball brass valves, high pressure, with polyethylene float and fly nut complete, screwed for iron pipe or brass ferrule and fixedcomplete all as specified anddirected by Engineer-in-charge. |
| 38 | S&F for gun metal globe or gate valve bore dia of pipe in 20mm complete all as specified anddirected by Engineer-in-charge. |
| 39 | S&F in repair for gun metal globe or gate valve bore dia of pipe in 20mm complete all as specified anddirected by Engineer-in-charge. |
| 40 | S&F in repair for PVC (SWR) pipes 110mm single socketed in any length with rubber ring joints fixed to walls/floor complete all as specified anddirected by Engineer-in-charge. |
| 41 | S&F in repair for PVC (SWR) pipes 75mm single socketed in any length with rubber ring joints fixed to walls/ floor complete all as specified anddirected by Engineer-in-charge. |
| 42 | S&F in repair for PVC (SWR) bends 110mm any radius with rubber ringcomplete all as specified anddirected by Engineer-in-charge. |
| 43 | S&F in repair for PVC (SWR) branch piece 110 mm, double (double Y) equal or unequal complete all as specified anddirected by Engineer-in-charge. |
| 44 | S&F in repair for PVC (SWR) branch piece 75 mm, double (double Y) equal or unequal complete all as specified anddirected by Engineer-in-charge. |
| 45 | Supplyand fix in repair stop cock of 15mm bore fancy type, chromium platedwith long shank and cup concealed type cast copper alloy, screwed down, high pressure, with crutch handle, screwed both ends for brass ferrule complete all as specified anddirected by Engineer-in-charge. |
| 46 | S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified anddirected by Engineer-in-charge. |
| 47 | Supply and fix PVC (SWR) multi floor trap 75 mm with grating including jointing with solvent cement complete all as specified anddirected by Engineer-in-charge. |
| 48 | Supplyand fix in repair aluminum anodized sliding door bolt 250mm long with Hasp and stapple complete all as specified anddirected by Engineer-in-charge. |
| 49 | Supply and fix in repair150mm extruded aluminum alloy handle fabricated type anodized (ISI Marked) complete all as specified anddirected by Engineer-in-charge. |
| 50 | S&F in repair Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring complete all as specified anddirected by Engineer-in-charge. |
| 51 | Supply and fix sheet glass tinted ordinary quality 3.00mm thick and glazing with oil putty in squares exc 0.5 sqm in each pane including hacking out brocken pane complete all as specified anddirected by Engineer-in-charge. |
| 52 | -ditto-as per item No 51 herein above but frosted glass. |
| 53 | Taking down cement plaster on brick or stone walls etc incl racking out joints, hacking for key scrubbing down with water etc complete all as specified anddirected by Engineer-in-charge. |
| 54 | M&L for rendering5mm thick incm 1:3 on fair faces of concrete as in soffit ceiling of slab, chajjas finished even &smooth without usingextra cement complete all as specified anddirected by Engineer-in-charge. |
| 55 | M&L for rendering10 mm thick incm 1:6 on fair faces of concrete or brick surface of wall and finishing the surface even and smooth without using extra cement complete all as specified anddirected by Engineer-in-charge. |
| 56 | M&L for preparation of new plaster surfaces and apply two coat of white wash on ceilings complete all as specified anddirected by Engineer-in-charge. |
| 57 | M & L for preparation of newly plastered surfacesand applying two coat of Oilbound distemper over a coat of alkali resist primer on wall complete all as specified anddirected by Engineer-in-charge. |
| 58 | Opening cover de-watering and taking out sludge from septic tank/manhole of any size and removing sludge out side MD land and cleaning the septic tank as per BMC rules and placing cover in original position complete all as directed. Note :- The measurement for the quantity sludge removed will be arrived by multiplying the inner dimensions of septic tank to actual depth of sludge deposited by dipping the measuring rod. The depth shall be of that wet surface on measuring rod for payment purpose. |
| 59 | Systematically cleaning of sewage/drains pipes of dia not exc 250mmusing Flow/preesure pump, Sewage suction machine, other conecting machines, etc. from manholes to manholes septic tank and well flushing after cleaning sewer line/drain pipe with water (excluding manholes and septic tanks) including safety measures such as test for gas etc complete all specified and directed. Note - The rate is deemed to be inclusive of all charges and costs, Municipal taxes charges, levies that are incurredto arrange for said machines complete all. |
| 60 | -ditto- all as per item No. 59herein above above but dia 250mm and above complete all as specified & as directed by Engr-in-Charge. |
| 61 | Systematically cleaning of any manhole, sewage Line, septic tank etc. using Flow/preesure pump, Sewage suction machine, other conecting machines, etc.and wellincluding safety measures such as masks, goggles, shoes, other protective equipment etc complete all specified and directed and satisfaction of Engr In Charge. Note - The rate is deemed to be inclusive of all charges and costs,Municipal taxes charges, levies that are incurredto arrange for said machines complete all. |
| 62 | M&L for cleaning Blockage of Gully Trap, Nahni Trap, Floor Trap etc. incl depositing sludge in a pit (inc digging pit) dist n exc 100 mtr from bldg and cover with earth along with spreading of bleaching powder complete all as specified and directed by Eng In Charge. |
| 63 | M&L for cleaning Blockage of IWC/EWC etc. incl depositing sludge in a pit (inc digging pit) dist n exc 100 mtr from bldg and cover with earth along with spreading of bleaching powder complete all as specified and directed by Eng In Charge. |
| 64 | Rates againstitems from 58 to 63 shall include the following provisions:-(i) The contractor shall ensure cleaning, clearing, and disposal of sludge/sewage-contaminated water (solid/semi-solid/liquid) from sewage lines, manholes, etc., as detailed in the items. All sewage lines and related components shall be maintained in a blockage-free and smoothly functioning condition for a period of 330(Three Hundred Thirty) days, as per the completion date mentioned in Work Order No-1.To ensure timely resolution of complaints:(i) The contractor shall Deploy at least two dedicated personnel on-site daily on all working days for the purpose of attending complaints related to sewage maintenance.(ii) Complaints shall be collected from the office of the AGE B/R Thane at 9:00 AM and attended to promptly including providing required assitance to deployed labours to resolve the complaint.(iii) After resolution, complaint slips shall be signed by the user occupant and countersigned at the AGE B/R Office to confirm satisfactory completion.(iv) No complaint shall remain unattended for more than 24 hours.(v) In case of non-deployment or absence of the dedicated personnel, or if complaints are not attended within the stipulated timerecovery of ₹500 per complaint per day shall be levied.Additionally, if the absence of personnel leads to unattended complaints or repeated delays, the Engineer-in-Charge reserves the right to issue a discrepancy notice. Upon three such notices, the contractor shall be liable to deploy an additional stand by personnel at no extra cost to the Government, for the remaining contract period.(vi) Any damage caused during cleaning/clearing to manhole covers, gully trap covers, CI access doors, CI/PVC pipes and fittings, \"P\" traps, or floor traps shall be rectified by the contractor using new materials, without any additional cost to the Government.(vii) Pipeline length shall be measured from center to center of manholes.Note : Theqtys of cleaning is considered for 11 months cleaning work , will be done on quarterly basis as per plan given and regular complaint will be attended simultanously. |
| 65 | Demolition of brickwork or stone boulders masonry built in CMfor foundation, shafts, walls cesspits, manholes etccomplete all as specified anddirected by Engineer-in-charge. |
| 66 | Excavation in trenches not exceeding 1.5 mtr wide and n exe 1.5 mtr in depth for foundation for shafts wellcesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outetc not exceeding 10 Sqm on plan and getting out in hard /dense soil complete all as specified anddirected by Engineer-in-charge. |
| 67 | Demolition and breaking up drain pipes 200mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified anddirected by Engineer-in-charge. |
| 68 | Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified anddirected by Engineer-in-charge. |
| 69 | M&L for Salt glazed stone ware drain pipes grade \"A\" internal dia of pipe 200 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified anddirected by Engineer-in-charge. |
| 70 | M&L for Salt glazed stone ware drain pipes grade \"A\" internal dia of pipe 150 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified anddirected by Engineer-in-charge. |
| 71 | Dismantling of cast iron or reinforced concrete drain pipes 200mm dia, jointed in cement mortar and taking out of trenches complete all as specified anddirected by Engineer-in-charge. |
| 72 | M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars 200 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified anddirected by Engineer-in-charge. |
| 73 | M&L cement concrete bedfor drain pipe of 150 mm bore dia including packing under and completely surronding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) complete all as specified anddirected by Engineer-in-charge. |
| 74 | M&L cement concrete bedfor drain pipe of 200 mm bore dia including packing under and completely surronding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) complete all as specified anddirected by Engineer-in-charge. |
| 75 | Supply and fix in repairs salt glazed stone ware gulley traps, square or round mouthed type \"P\" of size 150 mm x 150 mm complete all as specified anddirected by Engineer-in-charge. |
| 76 | M&L for pre-cast cement concrete block masonry 1:3:6 type C1(using 20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in mortar 1:6 complete all as specified anddirected by Engineer-in-charge. |
| 77 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound @ 3% by weight of cement, finishing the surface even and smooth without using extra cement complete all as specified.Note: Water proofing compound will be measured and paid seperately. |
| 78 | M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound @ 3% by weight of cement, finishing the surface even and smooth without using extra cement complete all as specified.Note: Water proofing compound will be measured and paid seperately. |
| 79 | Supply only integral water proofing compound. |
| 80 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping benching for manholes etc including weathering slighting rounded or chamfered angles and throuting including necessary formwork as directed by Engineer-in-Charge. |
| 81 | M&L for pre-cast reinforced cement concrete 1:2:4 type B1 (using 20mm gradedstone aggregate) as in manhole/drain cover etc and setting in cement mortar 1:4 complete all as specified and directed. Note:- Reinforcement shall be measured and paid seprately. |
| 82 | M&L for TMT bars 10 mm dia and over, cut to length bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars complete all as specified anddirected by Engineer-in-charge. |
| 83 | -ditto- all as per item No 82 herein above but 6 mm to 8 mm dia. |
| 84 | Cutting into existing manholes for connect in new drains making good to pipe and rendering cutting out existing benching for and forming branch channel ½ round or ¾ section in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as requiredfor 150mm complete all as specified anddirected by Engineer-in-charge. |
| 85 | Returning, filling in including spreading, levelling watering and well ramming in leyers n.exc 25cm each layercomplete all as specified anddirected by Engineer-in-charge. |
| 86 | Removing surplus soil n.exc 50 mtr away deposited where directed n.exc1.50 mtr high from the starting point complete all as specified anddirected by Engineer-in-charge. |
| 87 | S&F in repair PVC (SWR) bends 75 mm dia with access doorcomplete all as specified anddirected by Engineer-in-charge. |
| 88 | S&F in repair PVC (SWR) branch pieces, single(equal or unequal) or with parallel branches 75 mm dia complete all as specified anddirected by Engineer-in-charge. |
| 89 | S&F in repair PVC (SWR) branch pieces, single(equal or unequal) or with parallel branches 110 mm dia complete all as specified anddirected by Engineer-in-charge. |
| 90 | S&Fin repair PVC (SWR) junction, single \"T\" (equal or unequal) 75 mm dia complete all as specified anddirected by Engineer-in-charge. |
| 91 | S&F in repair PVC (SWR) junction, double \"T\" (equal or unequal) 110 mm dia complete all as specified anddirected by Engineer-in-charge. |
| 92 | M&L for filling HDPE sand bags khaki of size 30cmx30cmx80cm with sand closing the open end with nylon wire complete all as specified and directed by Engr-in -charge.Make- sand bag Cat NoB/N/IV manufactured by- DCPL or Equivalent.Note : The material used for filling of bags is used from item retrieved from item 95. |
| 93 | Supply only for screnned seive fine sand in any shape/position as approved by engineer in charge. Note :- Rates of mixing and lifting the mixture up to 6.00 m and laying in slope is paid in the separate rates. |
| 94 | Supply only for saw dust in any shape / position as approved by engineer in charge.Note :- Rates of mixing and lifting the mixture up to 6.00 m and laying in slope is paid in the separate rates. |
| 95 | Labour only for mixing and sieveing, lifting, laying, stackingand depositing the mixture for item mentioned in Item No 93 & 94complete all as directed by engineer in charge. |
| 96 | Labour only for extraction of existing mixture and sieveing, lifting, laying, stackingand depositing the mixture complete all as directed by engineer in charge. |
| 97 | M&L for raking out joint/pointing to rubbe or polygonal rubble, un-coursed or brought up to course asin walls including flush pointing to random rubble stone masonry, uncourse or brought upto course in CM 1:4 complete all as specified and directed. |
