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| 1 | Excavation in trenches not exceeding 1.5 mtr depth and not exceeding 1.5 mtr width and getting out in hard/dense soil for taking out/laying of pipe lines complete all as specified and directed by Engineer-in-Charge. |
| 2 | Returning and filling in soil including spreading, leveling, watering and well remming in layer not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge. |
| 3 | Removing excavated soil to a distance not exceeding 50 mtrs and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 4 | Taking up or down from trenches old corroded GI Pipe line including fittings and branch connections if any from trench of size 100mm dia complete all as specified and directed by Engineer-in-Charge. |
| 5 | All as per item No.04 but of size 80mm dia complete all as specified and directed by Engineer-in-Charge. |
| 6 | All as per item No.04 but of size 50mm dia complete all as specified and directed by Engineer-in-Charge. |
| 7 | All as per item No.04 but of size 40mm dia complete all as specified and directed by Engineer-in-Charge. |
| 8 | All as per item No.04 but of size 25mm dia complete all as specified and directed by Engineer-in-Charge. |
| 9 | All as per item No.04 but of size 20mm dia complete all as specified and directed by Engineer-in-Charge. |
| 10 | All as per item No.04 but of size 15mm dia complete all as specified and directed by Engineer-in-Charge. |
| 11 | Supply and lay 3 layer PP-R (Polypropylene random copolymer) pipes SDR 7.4 & SDR 11UV stablised and antimicrobial fusion welded having thrmal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene fittings compete laid in trenches of size of outer dia 110mm pipe complete all as specified and directed by Engineer-in-Charge. |
| 12 | All as per item No.11 above but for 90mm complete all as specified and directed by Engineer-in-Charge. |
| 13 | All as per item No.11 above but for 63mm complete all as specified and directed by Engineer-in-Charge. |
| 14 | All as per item No.11 above but for 50mm complete all as specified and directed by Engineer-in-Charge. |
| 15 | All as per item No.11 above but for 32mm complete all as specified and directed by Engineer-in-Charge. |
| 16 | All as per item No.11 above but for 25mm complete all as specified and directed by Engineer-in-Charge. |
| 17 | All as per item No.11 above but for 20mm complete all as specified and directed by Engineer-in-Charge. |
| 18 | Supply and lay 3 layer PP-R (Polypropylene random copolymer) pipes SDR 7.4 & SDR 11UV stablised and antimicrobial fusion welded having thrmal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene fittings compete laid in walls /ceilings or in floor etc of size of outer dia 20mm pipe complete all as specified and directed by Engineer-in-Charge. |
| 19 | All asper item No.18 above but for 25mm complete all as specified and directed by Engineer-in-Charge. |
| 20 | All asper item No.18 above but for 32mm complete all as specified and directed by Engineer-in-Charge. |
| 21 | Supply and fix PP-R Gate valves(Brass insert) asper requirement of site for pipe 20mm size complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply and fix PP-R Gate valves(Brass insert) as per requirement of site for pipe 25mm size complete all as specified and directed by Engineer-in-Charge. |
| 23 | Supply and fix PP-R Gate valves(Brass insert) as per requirement of site for pipe 32mm size complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply and fix PP-R Gate valves(Brass insert) as per requirement of site for pipe 50mm size complete all as specified and directed by Engineer-in-Charge. |
| 25 | Supply and fix PP-R Gate valves(Brass insert) asper requirement of site for pipe 63mm size complete all as specified and directed by Engineer-in-Charge. |
| 26 | Supply and fix PP-R Gate valves(Brass insert) asper requirement of site for pipe 90mm size complete all as specified and directed by Engineer-in-Charge. |
| 27 | Supply and fixing in replacement of CI sluice valve of size 150 mm dia confirming to IS -14846 PN-1.6 non raising type both ends flanged with SS spindle including jointing materials such as nuts, bolts washers,02Nos addl GI valve flanges to fix in PP-R pipes and 3mm rubber gasket 02 Nos, including taking out the old one complete all as specified and directed by Engineer-in-Charge. |
| 28 | Supply and fixing in replacement of CI sluice valve of size 100 mm dia confirming to IS -14846 PN-1.6 non raising type both ends flanged with SS spindle including jointing materials such as nuts, bolts washers,02Nos addl GI valve flanges to fix in PP-R pipes and 3mm rubber gasket 02 Nos including taking out the old one complete all as specified and directed by Engineer-in-Charge. |
| 29 | Supply and fixing in replacement of CI sluice valve of size 80 mm dia confirming to IS -14846 PN-1.6 non raising type both ends flanged with SS spindle including jointing materials such as nuts, bolts washers,02Nos addl GI valve flanges to fix in PP-R pipes and 3mm rubber gasket 02 Nos including taking out the old one complete all as specified and directed by Engineer-in-Charge. |
| 30 | Supply and replacement of CI Non Return valve conforming to IS-5312 Part - I PN 1.6 having flanged end joints suitable size of 100 mm dia including jointing materials such as nuts, bolts washers,02Nos addl GI valve flanges to fix in PP-R pipes and 3mm rubber gasket 02 Nos complete all as specified and directed by Engineer-in-Charge. |
| 31 | M & L for cutting of existing road/ floor/ plinth/drain for taking out/laying of GI/PP-R pipes line including necessary earth work excavation and making good to match with existing surface with PCC 1:4:8 type C1 by (using 40mm graded stone aggregate) complete all as specified and directed by Engineer-in-Charge. |
| 32 | M & L for Plain Cement Concrete 1 :3: 6 type C2 using 20mm graded stone aggregrate using as thrust block for pipe lines etc including necessary form work complete all as specified and directed by Engineer-in-Charge. |
| 33 | M&L for Construction of brick masonary valve chamber of size 900x900x900mm (internal dimensions) with PCC 1:4:8 foundation 150mm thick brick masonary built in CM 1:6 PCC 1:3:6 Type C1 using 20mm graded stone aggregate coping 50mm thick plastering 15mm thick in CM 1:6 to all internal and exposed surfaces including excavation and earth work in hard/dense soil including provision of MS sheet cover 3 mm thick with locking arrangement embedded in PC coping and painting with two coats of syenthetic enamal paint over one coat of red oxide primer etc.complete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L for Construction of brick masonary valve chamber of size 600x600x600mm (internal dimensions) with PCC 1:4:8 foundation 150mm thick brick masonary built in CM 1:6 PCC 1:3:6 Type C1 using 20mm graded stone aggregate coping 50mm thick plastering 15mm thick in CM 1:6 to all internal and exposed surfaces including excavation and earth work in hard/dense soil including provision of MS sheet cover 3 mm thick with locking arrangement embedded in PC coping and painting with two coats of syenthetic enamal paint over one coat of red oxide primer etc.complete all as specified and directed by Engineer-in-Charge. |
| 35 | Supply and lay 3 layer ( inner antimicrobial, outer UV stabilized) ISI marked ,IS-15801, PP-R pipes SDR 11 (PN-10) and PP-R plain fittings in trenches/ walls/ cellings or laying in floors complete of size outer dia 90 mm (OD) including all fittings complete all as specified and directed by Engineer-in-Charge. |
| 36 | Supply and fix Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and directed by Engineer-in-Charge. |
| 37 | M & L for PCC 1:3:6 type C2 40mm graded stone aggregate for PCC thrust blocks and platform etc. complete all as specified and directed by Engineer-in-Charge. |
| 38 | M & L cast iron fittings ISI marked such as bends (any type, radius any angle) tapers any type (straight or bend), increasing, decreasing or double socket etc) Tee pieces single branch, double branch,cross(all sockets and socket and spigot) collars, caps and plugs tail piece confirming to IS 1538/1993 UP TO 300mm dia complete all as specified and directed by Engineer-in-Charge. |
| 39 | M & L for cutting of existing 150/100mm CI /DI/GI pipe line and taking of up to 150 mm dia branch connection and including inserting Tee of suitable size to connect existing pipe line from main well all as directed,except CI/DI/PP-R specials and jointing materials complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L for trenchless road crossing for layning DI/CI/PP-R water pipe lies complete all as specified and directed by Engineer-in-Charge. |
| 41 | M & L for cutting of existing road/ floor for taking out/ laying of CI/GI pipe line including necessary earth work excavation and making good to match with existing surface with PCC 1:4:8 type C1 by (using 40mm graded stone aggregate) complete all as specified and directed by Engineer-in-Charge. |
| 42 | Dismantling floor hearth or wall tiling including cement mortar bedding but not backing and removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.. |
| 43 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for and removing the debries complete all as specified and directed by Engineer-in-Charge. |
| 44 | M&L PCC type B-0, 1:2:4 using 12.5mm graded stone aggregates 25mm thick as sub base complete all as specified and directed by Engineer-in-Charge. |
| 45 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L Vitrified Ceramic tiles, light shade, 10mm thick (Square or rectangular) polished, area of each tile not exc 0.36 Sqm in floors etc., and laid over and including cement screed bed or bedding layout in CM (1:6), 15mm thick and jointed in neat slurry and pointed in white or coloured cement to match using light shade coloured tiles complete all as specified and directed by Engineer-in-Charge. |
| 47 | M&L Vitrified Ceramic tiles 10mm thick (Square or rectangular) polished, area of each tile not exc 0.36 Sqm in skirting / dados etc and including 10mm thick rendering in CM(1:4) baking coat and jointed in neat slurry and pointed in white or coloured cement to match using light shade coloured tiles complete all as specified and directed by Engineer-in-Charge. |
| 48 | Removal of debris obtained from demolition/dismantling upto any distance to outside MD land complete all as specified and directed by Engineer-in-Charge. |
| 49 | Dismantling wall and ceiling boards (fibre, pulb, insulation etc) or insulation boards slabs/blankets any thickness including cover fillets complete all as specified and directed by Engineer-in-Charge. |
| 50 | S & F for true or horizontal level 600mmx600mm panels, false ceiling, hot dipped galavnised steel sections exposed surface with precoated capping, main tee of size 24x32mm at every 1200mm c/c and cross tee of size 24x27mm (1200mm & 600mm long) at every 600mm c/c and wall angle of size 19x19mm fixed to perimetere wall, as per manufacturer's instructions, grid to be suspended at every 1200mm c/c in both directions by using 3-4mm dia pre-straightened GI wire at every 1200mm internal at the main tee, including 10-12mm thick gypsum board of size 600mm X 600mm complete all as specified and directed by Engineer-in-Charge. |
| 51 | M&L for Green marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills,cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade, including 15 mm thick screed bed in CM 1 :4 in floors etc complete all as specified and directed by Engineer-in-Charge. |
| 52 | M&L for Marble edge moulding to 18-20 mm thick stone of counter vanities etc incl machine polishing to edge to give high gloss finish etc complete all as specified and directed by Engineer-in-Charge. |
| 53 | M&L Plain cement concrete type C1, 1:3:6 (using 40mm graded stone aggregate) 75mm thickness as in plinth protection and the like etc., finishing even and smooth without extra cement complete all as specified and directed by Engineer-in-Charge. |
| 54 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc., complete all as specified and directed by Engineer-in-Charge. |
| 55 | M&L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6 using old size bricks complete all as specified and directed by Engineer-in-Charge. |
| 56 | M & L for brick work, half brik thick with fly ash bricks old size straight or curved on plan to any radius built in cement mortar (1:4), complete all as specified and directed by Engineer-in-Charge. |
| 57 | M&L for 10mm thick in CM 1:6 rendering on brick or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 58 | M & L for rendering 15mm thick in cement mortor 1:4 on Brick wall surfaces, finished even and smooth without using extra cement with @ at 3% IWPC (IWPC measured separately) complete all as specified and directed by Engineer-in-Charge. |
| 59 | M&L for Rendering 5mm thick in CM 1:3 as in ceilings concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 60 | M&L for two coats of oil bound distemper over a coat of alkali resistant primer on newly plastered surfaces of walls including 3mm thick wall care putty on wall and preperation of surface complete all as specified and directed by Engineer-in-Charge. |
| 61 | M&L preparation of new un decorated surfaces of ceiling and applying one coat of white wash evenly complete all as specified and directed by Engineer-in-Charge. |
| 62 | M&L preparation of new surfaces of external walls and applying one coat of primer and two coats of weather proof exterior emulsion paint (wheather coat Apex, 100% exterior grade) complete all as specified and directed by Engineer-in-Charge. |
| 63 | Taking down existing felt, plaster and preparing the surface of roof by cleaning of foreign materials down with water complete all as specified and directed by Engineer-in-Charge. |
| 64 | M & L for roughening surfaces of old concrete floor or concrete surfaces by picking, sweeping clean and washing down with water to remove dust, etc.and brushing neat cement slurry with 3 Kg., of cement per square metre complete all as specified and directed by Engineer-in-Charge. |
| 65 | M & L for APP based polymeric membrane water proofing treatment and applying water proofing treatment on horizontal or vertical surfaces by applying oil bound bitumen primer @ 0.20 Kg/sqm and providing 4mm thick APP modified water proofing membarane weighing not less than 4 Kg/sqm reinforced with non-woven polyester matt weighing not less than 160 gm/sqm including minimum 10cm side lap and 15 cm end lap torch sealed and bonded and applying a coat of blown grade hot bitumen 90/15 over and below the membarane @ 1.20 Kg/sqm in drying over the membarane finished with solar reflective bituminous aluminium paint/ primer @ 0.10 Kg/sqm over RCC roof slab/ parapet after cleaning the surfaces by removing dust, dirt etc., as per manufacturers instructions and complete all as specified and directed by Engineer-in-Charge. |
| 66 | M&L for providing cement concrete type B0 1:2:4 (12.5mm graded stone aggregate) as in padding and benching & filletting with IWPC (IWPC measured and paid seperately) complete all as specified and directed by Engineer-in-Charge. |
| 67 | M&L screed bed or bedding layer 10 mm thick CM 1:4 for laying floor finishes finished even and smooth without using extra cement with IWPC (IWPC measured separately) as in roof slabs complete all as specified and directed by Engineer-in-Charge. |
| 68 | Supply only Liquid water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 69 | Taking down chowkats/Frames of area exc 1.5 Sqm and n.exc 4.0 Sqm with shutter (without taking off shutters from the frame) each complete all as specified and directed by Engineer-in-Charge. |
| 70 | Taking down chowkats or frames with shutters (without taking off shutter from the frames) n exc. 1.5 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 71 | S&F in 12mm thickness toughned glass as in hinged doors, partitions automatic doors and similar work including cutting to shape, drilling holes required exc 0.50 sqm in each pne complete all as specified and directed by Engineer-in-Charge. |
| 72 | Providing and fixing factory made uPVC white colourcasement (Openable)w indow made of extruded profiles with wall thickness of 2.3mm ( + – 0.2mm).Window profile with hollow section with multi chamber, frame (60mm x 58mm), sash (60mm x 73mm),T profile (One vertical length in between two shutters)(60mm x 74mm), Glazing bead (35mm x 20mm) will bemitered cut and fusion welded at all corners, includingdrilling of holes for fixing hardware and drainage ofwater etc., making arrangement for fixing of hardware. EPDM gasket 1.2 +– 0.2mm thick, galvanized steelFrame (28mm x 21.5mm), sash (31mm x 27.5mm). Tprofile (27mm x 17mm) to be inserted in required profile,frame will be fixed to the wall with 8 mm x 100mmlong fasteners. Hardware: [casement handle made of zinc alloyed (white powder coated), But Hinges of'zincalloyed (white powder coated), transmission gear madeof mild steel with multi point locking system] and 5mm thick glazing with selected quality glass.(Note: The unit rate quoted by contractor excludes cost of glass and includes all other connectedaccessories. Net opening will be measured forpayment purpose.)(A) Area not exceeding 1.00 sqm each complete all as specified and directed by Engineer-in-Charge. |
| 73 | Providing and fixing factory made uPVC white colourcasement (Openable) Door made of extruded profilewilh wall thickness of 2.3mm ( + -0.2mm). Windowprofile with hollow section with mitlti chamber, frame(60mm x 58mm), sash (60mm x 78mm). T profile (One vertical length in between two shutters) (60mm x74mm). Glazing bead (35mm x 20mm) will be miteredcut and fusion welded at all corners, includingdrilling ol holes for fixing hardware and drainage ofwater etc., making arrangement for fixing of hardware.EPDM gasket .2 + -0.2mm thick galvanized steel Frame (28mm x 21.5mm), sash (31mm x 27mm), Tprofile (27mm x 17mm) to be inserted in required profile, rame will be fixed to the wall wilh 8mm x100mm long fasteners. Hardware: [casement door handle made of zinc alloyed (white powder coated).Corner striker. Secondary Strikers. Cylinder. Doortransmission gear made of mild sleel with multi point locking system with strikes. 3D Hinges of zinc alloyed (white powder coated) [and 5mm thick glazing with ACP sheets.(Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. Net opening will be measured for payment purpose.) complete all as specified and directed by Engineer-in-Charge. |
| 74 | S&F in repair pre-laminated 18 mm thick lead free factory made 100% Solid WPC (Wood Polymer composite) sheet having high natural fiber contains 25 to 30 % wood colour sheet with density not less than 600 kg /Cbm bent 90°and the weight of sheet of 1 sqm should be 11 kg(+/- 5%) manu facture by ISO-9001-2015 certified company, the sheet should be 100% termite/water proof, fire rertradent, Eco friendly, and finish at all edges at level for making edges lipping using binding tape etc as in Kitchen cupboard,Cabinet fitted with SS screws etc complete all as specified and directed by Engineer-in-Charge. |
| 75 | All as per Srl item No 33 but both side prelam without printed complete all as specified and directed by Engineer-in-Charge.. |
| 76 | S & F continous (piano) hinges mild steel, 40mm width of flaps (when open) , bright finish or electrogalvanised in repair complete all as specified and directed by Engineer-in-Charge. |
| 77 | S&F in repair Magnetic catcher as appproved by GE fitted with nuts and bolts complete all as specified and directed by Engineer-in-Charge. |
| 78 | M&L for Zinc finished telescopic drawer channel 18 inch long, ball bearing slide for kitchen cabinets and wardrobe complete all as specified and directed by Engineer-in-Charge. |
| 79 | M& L for Auto closing hinges 35 mm of 0 crank (KH-001 or 8 crank (KH-002) openble at 110 degree for kitchen cabinet shutters complete all as specified and directed by Engineer-in-Charge. |
| 80 | S&F in repair mortice lock of mild steel vertical type of size 150mm 6 Lever complete all as specified and directed by Engineer-in-Charge. |
| 81 | S & F for brass handles, cast type, polished bright complete all as specified and directed by Engineer-in-Charge. |
| 82 | M&L for Pre-cast Cement Concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs for manholes etc., set in cement mortor (1:4) including mouldings complete all as specified and directed by Engineer-in-Charge.Note: Reinforcement will be measured and paid separately. |
| 83 | M&L for mild steel TMT bars 10mm dia and over, cut to length bent to shap required including cranking, bending spirally for hooping for columnshooking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 84 | M&L for 75mm thick Plain cement concrete (1:4:8) type D2 (40mm graded stone aggregate) as in sub base, rough finished surface complete all as specified and directed by Engineer-in-Charge. |
| 85 | M&L chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick with grey cement and pigment, machine pressed, set jointed and pointed in neat cement slurry in floors including 20 mm thick screed bedding layer in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 86 | S&F for Solid PVC Wall Lining consisting of 5mm thick Plain colour / wood grain printed PVC sheet inclusive of solvent cement and fixing at site on 18mm minimum thick PVC/WPC frame as per specifications and drawing including dismantling existing boards of any description any pattern including fillets, frame etc complete all as specified and directed by Engineer-in-Charge. |
| 87 | M&L for 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC frame complete all as specified and directed by Engineer-in-Charge. |
| 88 | S & F for powder coated (minimum thickness of powder coating 50 micron) aluminium anodised frame for doors, windows, ventilators and partition with one or more rebates including joining cleat for fixing, etc complete all as specified and directed by Engineer-in-Charge. |
| 89 | Material and labour for preparation of old surfaces (plastered/unplastered) of walls/pillars /cornices by brooming down or steel wire brushing, scraping down smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc including applying white cement based putty where required for filling to depressions to make the surface even and smooth after preparing the surfaces applying one coat of weather proof exterior emulsion paint (wheather coat Apex, 100% exterior grade), as per existing or as approved tint/colour complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
