Tender For Annual Rate Contract For Civil And Other Miscellaneous Maintenance Works At Wrpl Beawar And Sendra Station, beawar-Rajasthan

Annual Rate Contract For Civil And Other Miscellaneous Maintenance Works At Wrpl Beawar And Sendra Station=10 NRECIV0001: Cleaning mosaic floor with Carborundum block stone, oxalic acid and caustic soda for all heights of all patches, spots a nd polishing with Mansion polish with all tools, tackles, consumables, materials & labour all complete. 20 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 30 NRECIV0003: Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI grade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes / Finit in required proportion to make the a rea clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall b e measured). 40 NRECIV0004: Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water wi th wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete as per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with clea ning powder,paint remover as per requirement all labour, material etc.complete. 50 NRECIV0005: Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, c leaning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with all labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 60 NRECIV0006: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane not exceeding 1.00 sq.m in area 70 NRECIV0007: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane exceeding 1.00 sq.m in area 80 NRECIV0008: Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Exec utive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, segregate the waste into biodegradable & non bio-degradeable waste and finally dispose themseparately at designated place (Dumping Yard/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc . complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to wo rkmen, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engi neer-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepe rately. The unit MONTH (MON) shall mean per house/building per month 90 NRECIV0009: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain upto 2.0 sqm. 100 NRECIV0010: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 2.0 sqm. and upto 4.0 sqm. 110 NRECIV0011: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 4.0 sqm. and upto 10.0 sqm. 120 NRECIV0012: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 10.0 sqm and upto 15.0 sqm. 130 NRECIV0013: Labour charges for cleaning and dechoking of the nahani trap, gully trap and inspection chambers alongwith the CI and S W pipe connection of house drainage including flushing, removal of sludge muck outside all labour, tools etc. complete. The contract or has to clean the line from Nahani trap upto inspection chamber or vice-versa complete. 140 NRECIV0014: Cleaning and removing choking from existing rain water pipe including removing the shoe or grating if necessary & fixin g the same without damaging & fitting of specials all labour etc.complete. Up to 5 mtr. Height 150 NRECIV0015: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth upto 2.0 M 160 NRECIV0016: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 170 NRECIV0017: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 3.0M 180 NRECIV0018: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth upto 2.0 M 190 NRECIV0019: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 200 NRECIV0020: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 3.0M 210 NRECIV0021: Cleaning dechoking and flushing inspection chambers and connected drain lines with drain cleaning rods, bamboos, compres sed air, steaming etc. removal of oily muck outside the chamber completed upto 100M lead. The item includes transportation of all ma chinery and plants, all labour, tools etc. complete, taking all necessary safety precautions as specified. Water at one point shall be supplied free of cost, hire charges for compressed air shall be paid separately if required. 220 NRECIV0022: Cleaning, dechoking and flushing 100mm/ 50mm SW and sewer line by removing muck, cleaning etc. with bamboo strips or sew er cleaning rods etc. as directed (section between two chambers) all complete including cleaning of two manholes as per direction of the Engineer-in-Charge. 230 NRECIV0025: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Upto a lead of 1 km 240 NRECIV0026: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 1 km but upto 2 km 250 NRECIV0027: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 2 km but upto 3 km 260 NRECIV0028: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Upto a lead of 50 m. 270 NRECIV0029: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Every additional leads of 50 m or part thereof beyond 1st 50 m upto 9 such additional leads. 280 NRECIV0030: Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers driv er, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Eng ineer-in-Charge.(8 hours working period of one tractor is considered as one tractor day). Unit EACH (EA) stands for tractor days. 290 NRECIV0031: Edging with common burnt clay F.P.S. (non modular) bricks of class designation 7.5, laid dry length wise, including requ ired excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50m. 300 NRECIV0038: Providing comprehensive pest control services to the building, sheds, cable trenches, drains and other facilities of th e establishment, to control the nuisance of various pests including (but not limited to) rodents, snakes, lizards, beehives, cockroa ches, mosquitoes, Red and Black ants, crawling pests, house flies, fruit flies, etc. Job includes placing / injecting rodenticide ba its, glue trays, snake repellent and other chemicals, insecticides, Fogging/fumigation, Removal of bee hives below ground (in trench es upto depth of 1m) and above ground (up to height of 15m), complete with all labours, materials, tools, and tackles, equipments, c onsumables etc complete. Periodicity of scheduled pest control activities shall be monthly, while ad hoc requirement shall be as and when required as directed by EIC whose decision shall be final. Area of measurement for pest control application shall be designate d by EIC. Rate is For (PER SQM PER MONTH) 310 NRECIV0039: Lifting, shifting, loading, unloading on of heavy equipment / material etc etc with the help of hydra/crane etc (Min 12T ) including all accessories like belt, sling etc as per directions of EIC/ Site- Engineer. (Unit EA shall mean carrying out abov e activities for 8 hrs. a day). 320 NRECIV0040: Hire and running charges of loader. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 330 PJEALU2634: Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubul ar sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM ru bber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever require d including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per arc hitectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separat ely] : 340 PJEALU2636: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 350 PJEALU2637: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 360 PJEALU2638: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 370 PJEALU2639: For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixi ng of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for sepa rately] : 380 PJEALU2640: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 390 PJEALU2641: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 400 PJEALU2642: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 410 PJEALU2650: Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, havin g brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cut ting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : 420 PJEALU2651: With stainless steel cover plate minimum 1.25 mm thickness 430 PJEALU2652: With brass cover plate minimum 1.25 mm thickness 440 PJEALU2685: Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by pr oviding weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and dir ections of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : 450 PJEALU2686: Up to 5 mm depth and 5 mm width 460 PJEALU2687: Up to 10 mm depth and 10 mm width 470 PJEALU2688: Up to 20 mm depth and 20 mm width 480 PJEALU2689: Providing and fixing, on fixed glazing/ doors/ window panes, sun control film HP NATURAL 35 SAFETY COMBINATION FILM-4Mi l of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturers specification and as per directions of the Engineer-in-Charge. 490 PJECLA0192: Marble work gang saw cut (polished and machine cut) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marb le of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 ceme nt : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment t o match the marble shade [Note: To be secured to the backing by means of cramps, which shall be paid for separately] : 500 PJECLA0193: Area of slab up to 0.50 sqm 510 PJECLA0194: Area of slab over 0.50 sqm 520 PJECLA0195: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble for kitchen platforms, vanity counters, window sills, facias and similar loca tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 530 PJECLA0196: Area of slab up to 0.50 sqm 540 PJECLA0197: Area of slab over 0.50 sqm 550 PJECLA0198: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone sl ab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required s ize, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with जोधर्पुर matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 560 PJECLA0199: Area of slab up to 0.50 sqm 570 PJECLA0200: Area of slab over 0.50 sqm 580 PJECLA0201: Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edg e to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge : 590 PJECLA0202: Marble work 600 PJECLA0203: Granite work 610 PJECLA0206: Mirror polishing on Marble work/ Granite work/ Stone work wherever required to give high gloss finish complete. 620 PJECLA0220: Providing and fixing machine cut, mirror/ eggshell polished Italian Marble stone slab (Perlato, Rosso verona, Fire Red o r Dark Emperadore etc.) of 18 mm thickness for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 c ement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 Kg/sq.m. including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directe d by the Engineer-in-Charge : 630 PJECLA0221: Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional h eight of 3 m or part thereof. 640 PJECLA0222: TILE WORK IN CLADDING : 650 PJECLA0223: Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the ma nufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-i n-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. 660 PJECON0069: CEMENT CONCRETE (CAST IN-SITU) : 670 PJECON0070: Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer: 680 PJECON0071: 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal siz e derived from natural sources] 690 PJECON0072: 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources] 700 PJECON0074: 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size de rived from natural sources] 710 PJECON0078: Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) deriv ed from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line incl uding providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per sq uare metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications a nd direction of Site Engineer. 720 PJECON0080: Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal siz e, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specificatio ns and directions of the Engineer-in-Charge. 730 PJECON0082: Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manuf acturers specification. [Note: Unit KG shall mean PER BAG OF 50 KG OF CEMENT]. 740 PJECON0085: Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centerin g, shuttering and finishing: 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 2 0 mm nominal size derived from natural sources] 750 PJECON0087: Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, ancho r blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mort ar 1:3 (1 cement : 3 coarse sand), cost of required centering complete: 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources] 760 PJECON0088: Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete : 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 770 PJEDIS1159: Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per th e directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same s hall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : 780 PJEDIS1160: Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 790 PJEDIS1161: Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) 800 PJEDIS1162: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mat erial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift o nly & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be d one prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] 810 PJEDIS1163: Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mate rial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of n ecessary covers/ barricades around the work area shall be done prior to dismantling operations] 820 PJEDIS1164: Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engine er-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by th e Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] 830 PJEDIS1165: Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. 840 PJEDIS1166: Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and d isposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall b e allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades aro und the work area shall be done prior to dismantling operations] 850 PJEDIS1168: Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable materi al and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. 860 PJEDIS1171: Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc . complete and stacking within 50 metres lead : 870 PJEDIS1172: Of area 3.0 sq. metres and below 880 PJEDIS1173: Of area beyond 3.0 sq. metres 890 PJEDIS1177: Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : 900 PJEDIS1178: Rolled Steel Joists 910 PJEDIS1179: Channels, angles, tees and flats 920 PJEDIS1181: Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 me tres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantlin g operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge .] 930 PJEDIS1185: Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : 940 PJEDIS1186: For thickness of tiles 10 mm to 25 mm 950 PJEDIS1187: For thickness of tiles above 25 mm and up to 40 mm 960 PJEDIS1188: Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unservicea ble material within 50 metres lead. 970 PJEDIS1190: Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable ma terial within 50 metres lead. 980 PJEDIS1191: Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 990 PJEDIS1192: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : 1000 PJEDIS1193: G.S. Sheet 1010 PJEDIS1194: Asbestos Sheet 1020 PJEDIS1198: Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 1030 PJEDIS1200: Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : 1040 PJEDIS1201: Thickness up to 40 mm 1050 PJEDIS1202: Thickness above 40 mm up to 75 mm 1060 PJEDIS1204: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres l ead : 1070 PJEDIS1205: 75 to 80 mm dia pipe 1080 PJEDIS1206: 100 mm dia pipe 1090 PJEDIS1207: 150 mm dia pipe 1100 PJEDIS1208: Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable mater ial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift onl y & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be don e prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : 1110 PJEDIS1209: Water Bound Macadam Road 1120 PJEDIS1210: Bituminous Road 1130 PJEDIS1211: Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1140 PJEDIS1212: 15 mm to 40 mm nominal bore 1150 PJEDIS1213: Above 40 mm nominal bore 1160 PJEDIS1214: Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical m eans breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per the directions of Engineer-in-Charge : 1170 PJEDIS1215: Up to 150 mm diameter 1180 PJEDIS1216: Above 150 mm dia up to 300 mm dia 1190 PJEDIS1217: Above 300 mm diameter 1200 PJEDIS1221: Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manual ly/ by mechanical means and stacking the pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1210 PJEDIS1222: Up to 150 mm diameter 1220 PJEDIS1223: Above 150 mm diameter 1230 PJEDIS1224: Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metre s lead as per the directions of Engineer-in-Charge. 1240 PJEDIS1228: Dismantling of flushing cistern of all types (C.I./ PVC/ Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 1250 PJEDIS1232: Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 1260 PJEDIS1233: Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1270 PJEDIS1234: Dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unservic eable surplus material and stacking of serviceable material with in 50 meters lead as directed by the Engineer-in-Charge. 1280 PJEDIS1237: Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. 1290 PJEDRA2505: Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg 1300 PJEDRA2506: Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : 1310 PJEDRA2507: Light Duty-2.5 : 1320 PJEDRA2508: Rectangular shape 600x450 mm internal dimensions 1330 PJEDRA2509: Square shape 450 mm internal dimensions 1340 PJEDRA2510: Circular shape 450 mm internal diameter 1350 PJEDRA2511: Medium Duty-10 : 1360 PJEDRA2512: Square shape 450 mm internal dimensions 1370 PJEDRA2513: Circular shape 500 mm internal diameter 1380 PJEDRA2514: Heavy Duty-20 : 1390 PJEDRA2515: Circular shape 560 mm internal diameter 1400 PJEDRA2516: Extra Heavy Duty-35 : 1410 PJEDRA2517: Circular shape 560 mm internal diameter 1420 PJEDRA2518: Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both si des with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels fo r the drain etc. complete : 1430 PJEDRA2519: For pipes 100 to 250 mm diameter 1440 PJEDRA2520: For pipes 250 to 300 mm diameter 1450 PJEDRA2521: For pipes 350 to 450 mm diameter 1460 PJEDRA2550: Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floor s, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materi als, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 1470 PJEDRA2551: Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure coppe r floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications a nd directions of the Engineer-in-Charge. 1480 PJEDRA2553: Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) i ncluding making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat c ement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per s tandard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling , curing etc., as per specifications and directions of the Engineer-in-Charge. 1490 PJEDRA2588: Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL shall mean KILO LITRE] 1500 PJEDRA2589: Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, a ll as per the directions of Engineer-in-Charge. 1510 PJEDRA2590: Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting s ewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including ski lled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking an d flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia up t o 300 mm dia for all depth. 1520 PJEEAR0002: Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) i n all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Ch arge. 1530 PJEEAR0004: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sid es of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area l imits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tion of Site Engineer. 1540 PJEEAR0005: In all kinds of soil 1550 PJEEAR0006: In Ordinary rock 1560 PJEEAR0009: Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractors own borrow areas including royalty, with all leads and lifts in trenches, plinth, sides of foundation etc. including watering, compacting in layers not exceed ing 20cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specif ications and direction of Site Engineer. 1570 PJEEAR0011: Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportatio n, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. compl ete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. 1580 PJEEAR0013: Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & floor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. 1590 PJEEAR0014: Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including deli very as specified. 1600 PJEEAR0015: Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1610 PJEEAR0016: Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : 1620 PJEEAR0017: Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. : 1630 PJEEAR0020: Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based soluti on) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same : 1640 PJEEAR0021: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measu red at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 1650 PJEEAR0022: Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 1660 PJEEAR0023: Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, r emoving the roots and stacking of serviceable material and disposal of unserviceable material : 1670 PJEEAR0024: Beyond 30 cm girth upto and including 60 cm girth 1680 PJEEAR0025: Beyond 60 cm girth upto and including 120 cm girth 1690 PJEEAR0026: Beyond 120 cm girth upto and including 240 cm girth 1700 PJEEAR0027: Above 240 cm girth 1710 PJEEAR0028: Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for a ll lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having dire ctions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] 1720 PJEEAR0030: Excavating trenches by mechinical / manual means of required width in all kinds of soil for pipes, cables, etc. includin g excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and th en returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil, all work up to any lead & lift as directed by the Engineer-in-Charge : 1730 PJEEAR0031: Pipes, cables etc. not exceeding 80 mm dia. 1740 PJEEAR0032: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1750 PJEEAR0033: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 1760 PJEEAR0034: Excavating trenches of required width in ordinary rock for pipes, cables, etc. including excavation for sockets, getting out the excavated materials, returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. , stacking servicable materials for measurements and disposal of unservicable materials, all work up to any lead & lift as directed by the Engineer-in-Charge : 1770 PJEEAR0035: Trench depth upto 1.5m : 1780 PJEEAR0036: Pipes, cables etc. not exceeding 80 mm dia 1790 PJEEAR0037: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1800 PJEEAR0038: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1810 PJEEAR0039: Trench depth exceeding 1.5 m but not exceeding 3 m: 1820 PJEEAR0040: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1830 PJEEAR0041: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1840 PJEEAR0042: Trench depth exceeding 3 m but not exceeding 4.5 m: 1850 PJEEAR0043: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1860 PJEEAR0066: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceedin g 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift 1870 PJEFIN0898: CEMENT PLASTER (IN FINE SAND) : 1880 PJEFIN0899: 12 mm cement plaster of mix : 1890 PJEFIN0900: 1:4 (1 cement : 4 fine sand) 1900 PJEFIN0901: 1:6 (1 cement : 6 fine sand) 1910 PJEFIN0905: 20 mm cement plaster of mix : 1920 PJEFIN0906: 1:4 (1 cement : 4 fine sand) 1930 PJEFIN0907: 1:6 (1 cement : 6 fine sand) 1940 PJEFIN0908: CEMENT PLASTER (IN COARSE SAND) : 1950 PJEFIN0909: 12 mm cement plaster of mix : 1960 PJEFIN0910: 1:4 (1 cement : 4 coarse sand) 1970 PJEFIN0911: 1:6 (1 cement : 6 coarse sand) 1980 PJEFIN0915: 20 mm cement plaster of mix : 1990 PJEFIN0916: 1:4 (1 cement : 4 coarse sand) 2000 PJEFIN0917: 1:6 (1 cement : 6 coarse sand) 2010 PJEFIN0918: CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 2020 PJEFIN0919: 12 mm cement plaster finished with a floating coat of neat cement of mix : 2030 PJEFIN0920: 1:3 (1 cement : 3 fine sand) 2040 PJEFIN0921: 1:4 (1 cement : 4 fine sand) 2050 PJEFIN0925: Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement : 2060 PJEFIN0926: 12 mm cement plaster 2070 PJEFIN0927: 20 mm cement plaster 2080 PJEFIN0942: Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufactu rers [Note: Unit BAG shall mean PER BAG OF 50 KG CEMENT USED IN THE MIX). 2090 PJEFIN0943: Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or par t thereof. 2100 PJEFIN0944: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and s mooth complete. 2110 PJEFIN0945: Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Colum ns/ Beams brickwork as directed by the Engineer-in-Charge. 2120 PJEFIN0963: Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved ma nufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and inc luding water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2130 PJEFIN0964: EXTERIOR FINISHING : 2140 PJEFIN0965: Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sq m) 2150 PJEFIN0966: Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 2160 PJEFIN0967: Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) 2170 PJEFIN0968: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) 2180 PJEFIN0969: Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifica tions : 2190 PJEFIN0970: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm 2200 PJEFIN0971: Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. 2210 PJEFIN0972: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm ov er an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. 2220 PJEFIN0973: Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon ad ditives: New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 2230 PJEFIN0974: Applying priming coat : 2240 PJEFIN0975: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 2250 PJEFIN0976: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2260 PJEFIN0977: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 2270 PJEFIN0978: Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specification s including appropriate priming coat, preparation of surface, etc. complete : 2280 PJEFIN0979: On steel work 2290 PJEFIN0980: On concrete work 2300 PJEFIN0981: Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work : 2310 PJEFIN0982: 75 mm diameter pipes 2320 PJEFIN0983: 100 mm diameter pipes 2330 PJEFIN0984: 150 mm diameter pipes 2340 PJEFIN0985: Painting with oil type wood preservative of approved brand and manufacture : New work (two or more coats) 2350 PJEFIN0986: Providing and applying two coats of fire retardant paint on cleaned wood/ ply surface @ 3.5 sqm per litre per coat inclu ding preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 2360 PJEFIN0987: Coal tarring two coats on new work using 0.16 Litre and 0.12 Litre coal tar per sqm in the first coat and second coat re spectively. 2370 PJEFIN0988: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2380 PJEFIN0989: Painting with aluminium paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2390 PJEFIN0990: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or mor e coats on new work 2400 PJEFIN0991: Varnishing with varnish of approved brand and manufacture : 2410 PJEFIN0992: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish 2420 PJEFIN0993: Two or more coats glue sizing with spar varnish or an under coat of flatting varnish 2430 PJEFIN0996: Lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HEIGH T]. 2440 PJEFIN0997: Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2450 PJEFIN0998: Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litr e, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : Old work (one or more coats) 2460 PJEFIN0999: Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : 2470 PJEFIN1000: One coat 2480 PJEFIN1001: Two coats 2490 PJEFIN1002: Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : 2500 PJEFIN1003: One coat 2510 PJEFIN1004: Two coats 2520 PJEFIN1005: Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content : 2530 PJEFIN1006: With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 2540 PJEFIN1007: With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre. 2550 PJEFIN1008: Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repair s to scratches etc. complete. 2560 PJEFIN1009: Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2570 PJEFIN1010: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 2580 PJEFIN1011: 75 mm diameter pipes 2590 PJEFIN1012: 100 mm diameter pipes 2600 PJEFIN1013: 150 mm diameter pipes 2610 PJEFIN1014: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of appro ved brand and manufacture and required colour on old work : 2620 PJEFIN1015: 75 mm diameter pipes 2630 PJEFIN1016: 100 mm diameter pipes 2640 PJEFIN1017: 150 mm diameter pipes 2650 PJEFIN1018: Painting with oil type wood preservative of approved brand and manufacture : Old work (one or more coats) 2660 PJEFIN1019: Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work 2670 PJEFIN1020: Painting with aluminium paint of approved brand and manufacture to give an even shade : One or more coats on old work 2680 PJEFIN1021: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : One or mor e coats on old work 2690 PJEFIN1022: French spirit polishing : One or more coats on old work 2700 PJEFIN1023: Polishing on wood work with ready made wax polish of approved brand and manufacture : Old work 2710 PJEFIN1024: Re-lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HE IGHT]. 2720 PJEFIN1025: Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 2730 PJEFIN1026: Finishing walls with water proofing cement paint of required shade : 2740 PJEFIN1027: Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete i ncluding cost of Priming coat. 2750 PJEFIN1028: Old work (one or more coats applied @ 2.20 kg/10 sqm) complete. 2760 PJEFIN1029: Finishing walls with textured exterior paint of required shade 2770 PJEFIN1030: Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 2780 PJEFIN1031: Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 2790 PJEFIN1032: Finishing walls with Acrylic Smooth exterior paint of required shade : 2800 PJEFIN1033: Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface. 2810 PJEFIN1034: Old work (One or more coat applied @ 0.90 ltr/10 sqm) 2820 PJEFIN1035: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 2830 PJEFIN1036: Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 2840 PJEFIN1037: Old work (one or more coats applied @ 0.83 ltr/10 sqm) 2850 PJEFIN1038: Varnishing with varnish of approved brand and manufacture : 2860 PJEFIN1039: One or more coats with copal varnish 2870 PJEFIN1040: One or more coats with spar varnish 2880 PJEFIN1041: Melamine polishing on wood work (one or more coat). 2890 PJEFIN1042: Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 2900 PJEFIN1043: Providing Plaster of Paris coating on ceiling as per approved design complete in all respects inclusive of cost of all l abour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 2910 PJEFLO0706: FLOORING : 2920 PJEFLO0707: Brick on edge flooring with bricks of class designation 7.5 on bed of 12 mm cement mortar, including filling the joint s with same mortar, with common burnt clay non modular bricks : 2930 PJEFLO0708: 1:4 (1 cement : 4 coarse sand) 2940 PJEFLO0709: 1:6 (1 cement : 6 coarse sand) 2950 PJEFLO0710: Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, includ ing filling joints with sand, with common burnt clay non modular bricks. 2960 PJEFLO0711: Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class desig nation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 2970 PJEFLO0712: Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggreg ates 12.5 mm nominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads o f steps, nosing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplyi ng and fixing 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finis hing, preparation of slab, steps, etc., complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for base concrete shall be made under relevant item]. 2980 PJEFLO0713: 40 mm thick cement concrete Flooring with P.C.C. of grade mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of step s etc. complete : 2990 PJEFLO0714: Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener c onsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 li tre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosi ng of steps etc. complete. 3000 PJEFLO0715: 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 ce ment : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cemen t or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. comple te. 3010 PJEFLO0716: Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick ceme nt concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic con crete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compoun d such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of met allic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. 3020 PJEFLO0722: TILE FLOORING : 3030 PJEFLO0723: Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : 3040 PJEFLO0724: Light shade pigment using white cement 3050 PJEFLO0725: Medium shade pigment using 50% white cement 50% Grey cement 3060 PJEFLO0726: Dark shade pigment using ordinary cement 3070 PJEFLO0727: Ordinary cement without any pigment 3080 PJEFLO0728: Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali r esisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcation s and directions of the Engineer-in-Charge : 3090 PJEFLO0729: In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3100 PJEFLO0730: In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3110 PJEFLO0731: MARBLE STONE FLOORING : 3120 PJEFLO0732: Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by the Engineer-in-Charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 3130 PJEFLO0733: Makrana White Second Quality 3140 PJEFLO0734: Raj Nagar Plain 3150 PJEFLO0735: Agaria White 3160 PJEFLO0736: Black Zebra 3170 PJEFLO0737: Udaipur Green Marble 3180 PJEFLO0738: Pink Plain Marble 3190 PJEFLO0742: Providing and laying machine cut, mirror polished, 18 mm thick Italian Marble Stone slab (Perlato, Rosso verona, Fire Re d or Dark Emperadore, etc.) flooring laid in required pattern in linear portion of the building all complete as per architectural dr awings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jo inted with white cement slurry @ 4.4 Kg/sq.m., including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 3200 PJEFLO0743: Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstrac t etc.) and in patterns in combination with Italian marble stone slabs (Perlato, Rosso verona, Fire Red or Dark Emperadore, etc.) of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectu ral drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 Kg/sq.m. including pointing with white cement slurry admixed with pigment to match the ma rble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 3210 PJEFLO0744: Providing and laying natural Rajnagar White Marble tile strips 50 mm wide in flooring/ stairs laid over 20 mm thick ceme nt mortar 1:3 (1 cement : 3 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per d rawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3220 PJEFLO0745: GRANITE STONE FLOORING : 3230 PJEFLO0746: Providing and laying flamed finish Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) floori ng in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointe d with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and poli shing etc. all complete as specified and as directed by the Engineer-in-Charge. 3240 PJEFLO0747: Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear p ortions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base o f cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed wit h pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer- in-Charge. 3250 PJEFLO0748: Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 3260 PJEFLO0749: Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red 3270 PJEFLO0750: Providing and laying natural granite stone tile strips 50 mm wide in flooring of approved shade laid over 20 mm thick ce ment mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3280 PJEFLO0761: VITRIFIED FLOOR TILES : 3290 PJEFLO0762: Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mort ar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement a nd matching pigments etc., complete : 3300 PJEFLO0763: Size of Tile 500x500 mm 3310 PJEFLO0764: Size of Tile 600x600 mm 3320 PJEFLO0765: Size of Tile 800x800 mm 3330 PJEFLO0766: Size of Tile 1000x1000 mm 3340 PJEFLO0767: Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, includin g grouting of joints. [Note: Payment for grouting of joints shall be made separately] : 3350 PJEFLO0768: Size of Tile 500x500 mm 3360 PJEFLO0769: Size of Tile 600x600 mm 3370 PJEFLO0770: Size of Tile 800x800 mm 3380 PJEFLO0771: Size of Tile 1000x1000 mm 3390 PJEFLO0772: Providing and laying Double Charge Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by th e Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours an d shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. L aying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3400 PJEFLO0773: Size of Tile 600 x 600 mm 3410 PJEFLO0774: Size of Tile 600 x 1200 mm 3420 PJEFLO0775: Size of Tile 800 x 800 mm 3430 PJEFLO0776: Size of Tile 800 x 1600 mm 3440 PJEFLO0777: Size of Tile 1000 x 1000 mm 3450 PJEFLO0778: Providing and laying Glazed Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by the Manuf acturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shade s, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including groutin g the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying o f tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placin g the tiles gently and easily : 3460 PJEFLO0779: Size of Tile 600 x 600 mm 3470 PJEFLO0780: Size of Tile 600 x 1200 mm 3480 PJEFLO0781: Size of Tile 800 x 800 mm 3490 PJEFLO0782: Size of Tile 800 x 1200 mm 3500 PJEFLO0783: Size of Tile 1200 x 1200 mm 3510 PJEFLO0784: Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including g routing the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. La ying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3520 PJEFLO0785: Size of Tile 600 x 600 mm 3530 PJEFLO0786: Size of Tile 600 x 1200 mm 3540 PJEFLO0787: Size of Tile 800 x 800 mm 3550 PJEFLO0788: Size of Tile 800 x 1200 mm 3560 PJEFLO0789: Size of Tile 1200 x 1200 mm 3570 PJEFLO0790: Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorpti on less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm th ick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : 3580 PJEFLO0791: Size of Tile 500x500 mm 3590 PJEFLO0792: Size of Tile 600x600 mm 3600 PJEFLO0793: Size of Tile 800x800 mm 3610 PJEFLO0794: Size of Tile 1000x1000 mm 3620 PJEGEN2809: GENERAL WORKS : 3630 PJEGEN2816: Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ve ntilator Diameter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 68 0mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. 3640 PJEGEN2821: Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm an gle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixe d with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available maki ng overall height as 2.5m. MS channel ISLC75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of E ngineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The ba rricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for da mages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be r emoved without prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on co mpletion of the work]. 3650 PJEGEN2824: Providing and laying Non-Woven Geo Textile Mat NW 300 made from high quality polypropylene fibres having mass of 300 gra ms/ SQ.M of GAYATRI or approved equivalent make inclusive of cost of all labour, materials, tools, tackles etc. as per manufacturer s recommendations and directions of the Engineer-in-Charge. 3660 PJEHOR2827: HORTICULTURE & LANDSCAPING : 3670 PJEHOR2828: Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of ea rth measured in stacks will be reduced by 20% for payment]. 3680 PJEHOR2829: Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge me asured in stacks will be reduced by 8% for payment]. 3690 PJEHOR2830: Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [No te: Volume of cattle manure measured in stacks will reduced by 8% for payment]. 3700 PJEHOR2835: Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 3710 PJEHOR2836: Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material , consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. 3720 PJEHOR2837: Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling. [ Note: Cost of supplying earth and sludge or manure and mixing shall be paid separately under relevant items of SOR]. 3730 PJEHOR2838: Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then dispo sing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by fi lling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imported earth, sludge or manure]. 3740 PJEHOR2839: Rough dressing the trenched ground including breaking clods. 3750 PJEHOR2840: Flooding the ground with water including making kiaries and dismantling the same. 3760 PJEHOR2841: Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted veg etation. 3770 PJEHOR2844: Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with ro ots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 3780 PJEHOR2845: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further dep th of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of sta cked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with w ater, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of material s declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. 3790 PJEHOR2846: Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of m anure, sludge or extra good earth if needed shall be paid separately under relevant item of SOR]. 3800 PJEHOR2847: Holes 1.2 m diameter and 1.2 m deep 3810 PJEHOR2848: Holes 90 cm diameter and 90 cm deep 3820 PJEHOR2849: Holes 60 cm diameter and 60 cm deep 3830 PJEHOR2850: Holes 45 cm diameter and 45 cm deep 3840 PJEHOR2851: Supplying & Stacking of Selection No.1/ Doob Grass at site fresh & free from weeds having proper roots in green includin g loading, unloading, carriage and all taxes paid etc. complete as per directions of the Engineer-in-Charge. 3850 PJEHOR2852: Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the gr ass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenanc e period. [Note: The grass and good earth shall be paid for separately under relevant item of SOR] : 3860 PJEHOR2853: In rows 5 cm apart in both directions 3870 PJEHOR2854: With grass Turf 3880 PJEHOR2855: Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with pro per level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the En gineer-in-Charge. 3890 PJEHOR2856: Providing & laying Selection No. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light wate ring the same maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge . 3900 PJEHOR2857: Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per directio n of the Engineer-in-Charge (excluding cost of plant & water): 3910 PJEHOR2858: Tree Plant 3920 PJEHOR2859: Shrub Plant 3930 PJEHOR2860: Hedge Plant/ Ground Cover 3940 PJEHOR2861: Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, As hokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days min imum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions o f the Engineer-in-Charge. 3950 PJEHOR2862: Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 c oarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wi res of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specifie d period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge. 3960 PJEHOR2863: Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm 3970 PJEHOR2864: Top inside diameter 30 cm, outer bottom diameter 20 cm, total height 30 cm with wall thickness of 25.4 mm 3980 PJEHOR2873: Filling of the Polythene bags by mixture of good earth and manure in the ratio of 2:1 (2 part of Good Earth and 1 part o f the Manure) and placing the same at appropriate place including supply & providing Polythene bags, all complete as per direction o f the Engineer-in-Charge. [Note:The Good Earth & Manure shall be paid separately under relevant item of SOR]. 3990 PJEHOR2874: Polythene bags size 12.5 cm diameter & 17.5 cm height 4000 PJEHOR2890: Edging with common burnt clay F.P.S (non modular) bricks of class designation 7.5, laid dry length wise including requir ed excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within any lead. 4010 PJEHOR2894: Providing & fixing of White River (Stone) Pebbles size of 2 to 2.50 dia in natural colour at site of work including lo ading, unloading, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge. 4020 PJEHOR2895: Providing and fixing of TUFLEX Garden Fencing Hexagonal Net or approved equivalent of green colour (Weight 510 (+/-8%) g rams/SQ.M) in width of 60 cm with bamboo of 90 cm length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm below ground level and 60 cm above ground level at a distance of 1.50 metres. The n et and bamboo should be binded with 2 mm G.I. wire at three places properly as per directions of the Engineer-in-Charge. 4030 PJEHOR2896: MAINTENANCE WORKS 4040 PJEHOR2897: Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing t he same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds an d fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or m anure. [Note: The good earth shall be paid for separately under relevant item of SOR]. 4050 PJEHOR2898: Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and a pplying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4060 PJEHOR2899: Cutting of designer hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manur ing and applying insecticides and fungicides etc. (excluding the cost of materials) complete as per directions of the Engineer-in-Ch arge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4070 PJEHOR2903: Pruning, trimming, shaping of trees/ shrubs (height 15 feet above) and removal of cut materials up to 50m lead inclusi ve of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 4080 PJEHOR2904: Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation water at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering inclu ding cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 4090 PJEHOR2905: Anti-termite treatment of trees by digging holes 30 cm deep & 4 cm dia, 6 to 7 holes around the tree using chemical emul sion (Chlorpyriphos 20% EC in the ratio of 1% concentration) at the rate of 1.5 liter per hole in two time or more application to ge t the trees free from termite infection, complete as per directions of the Engineer-in-Charge. [Note: Unit EA shall mean EACH TRE E]. 4100 PJEHOR2908: Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, deb ris, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per dire ction of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 4110 PJEHOR2909: Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km l ead & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP] . 4120 PJEMAS0143: MASONRY WORK : 4130 PJEMAS0144: Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : 4140 PJEMAS0145: Cement mortar 1:4 (1 cement : 4 coarse sand) 4150 PJEMAS0146: Cement mortar 1:6 (1 cement : 6 coarse sand) 4160 PJEMAS0147: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : 4170 PJEMAS0148: Cement mortar 1:4 (1 cement : 4 coarse sand) 4180 PJEMAS0149: Cement Mortar 1:6 (1 cement : 6 coarse sand) 4190 PJEMAS0150: Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth le vel up to floor V level in all shapes and sizes in : 4200 PJEMAS0151: Cement mortar 1:4 (1 cement : 4 coarse sand) 4210 PJEMAS0152: Cement mortar 1:6 (1 cement : 6 coarse sand) 4220 PJERAI2738: Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required th ickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4230 PJERAI2739: Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing lay er of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4240 PJERAI2740: Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4250 PJERAI2742: Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, o f size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all a s per directions of the Engineer-in-Charge. 4260 PJEREI0090: RCC (CAST IN-SITU) : 4270 PJEREI0091: Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sa nd : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, stairca ses, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including pro viding centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engin eer. (Payment for Reinforcement shall be made as per relevant item of SOR). 4280 PJEREI0092: a) All work up to plinth level 4290 PJEREI0093: b) In superstructure at all floors up to floor five level, 4300 PJEREI0106: Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutti ng, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more 4310 PJEREP1046: Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper sha pe, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable are a outside Ownders premises, all complete as per directions of the Engineer-in-Charge : 4320 PJEREP1047: With cement mortar 1:4 (1 cement : 4 fine sand) 4330 PJEREP1048: With cement mortar 1:4 (1 cement : 4 coarse sand) 4340 PJEREP1103: Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube ch allies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condi tion for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runn ers, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of the Engineer-in-Charge. The elevational area of the scaffolding shal l be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. [Note: This item to be use d for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done] 4350 PJEREP1108: Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per the directions of Engineer-in-Charge. 4360 PJEREP1109: Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per the dir ections of Engineer-in-Charge. 4370 PJEREP1113: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer o f membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 350/3 00 N/5 cm. (b) Tear strength in longitudinal and transverse direction as 60/80N. (c) Softening point of membrane not less than 150°C . (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done thr ough the authorised applicator of the manufacturer of membrane. 4380 PJEREP1114: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 l itre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physic al and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C a s 650/450N/5cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less tha n 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got d one through the authorised applicator of the manufacturer of membrane. 4390 PJEREP1115: Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded t o the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 4400 PJEREP1116: STRUCTURAL REPAIR WORKS : 4410 PJEREP1117: Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning t he exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as p er directions of the Engineer-in-Charge : 4420 PJEREP1118: 75 mm average thickness 4430 PJEREP1119: 50 mm average thickness 4440 PJEREP1120: 25 mm average thickness 4450 PJEREP1121: Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkali ne chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per directions of the Engineer-in-Charge : 4460 PJEREP1122: Bars up to 12 mm diameter 4470 PJEREP1123: Bars above 12 mm diameter 4480 PJEREP1124: Providing and applying anticorrosive treatment to exposed structural reinforcement with two coats of IPNET RB or equival ent with time interval of minimum 8-10 hours between each coat after the application of two coats of alkaline rust converting primer . The application shall be done by brush after cleaning existing reinforecement with wire/ rotary wire brush to make the surface fre e from loose material, dirt etc. and thoroughly washing with water and allowing it to dry inclusive of all materials, labour, equipm ent, etc. complete as per specifications and directions of the Engineer-in-Charge. The application of anticorrosive treatment shall be strictly as per technical specifications and directions of the Engineer-in-Charge. [Note: Unit M shall mean RUNNING METRE. Th e running metre of rebars shall be measured for payment purpose]. 4490 PJEREP1125: Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the stee l bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per dire ctions of the Engineer-in-Charge : Up to and including 12 mm diameter 4500 PJEREP1126: Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and dir ections of the Engineer-in-Charge complete in all respect : 4510 PJEREP1127: SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. 4520 PJEREP1128: Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. 4530 PJEREP1129: Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 g raded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of the Engineer-in-Charge. [No te: Measurement and Payment- The pre-measurement of thickness shall be done just after the surface preparation is completed and paym ent under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by soundi ng/ tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm] : 4540 PJEREP1130: 12 mm average thickness. 4550 PJEREP1131: 25 mm average thickness in 2 layers. 4560 PJEREP1132: 50 mm average thickness in 3 layers. 4570 PJEREP1140: Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of con crete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of the Engineer-in-Charge. [Note: The payment shall be made on the basis of actual weight of approved grout injected] : 4580 PJEREP1141: Stirrer mixed Acrylic Polymer of approved make (@ 2% of weight of cement used) modified cement slurry made with non shri nk compound in Concrete/ RCC work. 4590 PJEREP1142: Stirrer mixed SBR Polymer (of approved make) modified cement slurry made with Shrinkage Compensating Cement in Concrete/ RCC work. 4600 PJEREP1143: Epoxy injection grout in Concrete/ RCC work of approved make. 4610 PJEROA1249: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand pic king, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required de nsity. 4620 PJEROA1250: SURFACE DRESSING : 4630 PJEROA1251: Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete. 4640 PJEROA1252: Surface dressing on new surface in two coats with bitumen of grade VG-10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 4650 PJEROA1253: Surface dressing on old surface with hot bitumen of grade VG-10 of approved quality using 1.95 kg of bitumen per sqm wit h 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity, etc. complete. 4660 PJEROA1254: Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1 .5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete :Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4670 PJEROA1255: Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area wit h 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity etc. complete : Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4680 PJEROA1285: SEAL COAT : 4690 PJEROA1286: Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitume n using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surfac e, including rolling and finishing with road roller all complete. [Note: This item to be operated only with the prior approval of th e Engineer-in-Charge]. 4700 PJEROA1298: PAINTING AREA / RUNWAY MARKING : 4710 PJEROA1299: Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conf orming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete 4720 PJEROA1300: New work (Two or more coats) 4730 PJEROA1301: Old work (One or more coats) 4740 PJEROA1309: Providing and fixing Glow Studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylore trite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by the Engineer-in-Charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope o f retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as re commended in BS: 873 (Part-4):1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedu re recommended by the manufacturer complete and as per directions of the Engineer-in-Charge. 4750 PJEROA1315: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermopl astic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, prop ane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cle aning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charg e and accordance with applicable specifications. 4760 PJEROA1359: Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material withi n 50 metre lead as per directions of the Engineer-in-Charge. 4770 PJEROA1360: Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., dispos al of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per directions of the Engineer-in-Charge. 4780 PJEROA1361: Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. 4790 PJEROA1362: Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, joint ed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except a t sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be suppl ied by the department free of cost.] 4800 PJEROO0824: THERMAL INSULATION: 4810 PJEROO0825: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183, density 24 kg/cu.m., 50mm thick, wrapped in 200G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. 4820 PJEROO0826: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183, Density 16 Kg/cu.m., 5 0 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing G.I. wir e. 4830 PJEROO0827: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183 having density 24 Kg/cu .m., 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing G.I. wire etc. complete as per directions of the Engineer-in-Charge. 4840 PJEROO0828: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS:8 183, density 48 Kg/cu.m., 50 mm thick, wrapped in 200G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 Gauge wire mesh, for top most ceiling of building. 4850 PJEROO0872: FALSE CEILING : 4860 PJEROO0873: Providing and fixing tiled false ceiling of specified materials size 595x595 mm in true horizontal level, suspended o n inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sq.m., both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, sp aced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between m ain T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of siz e 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for servi like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using G.I. slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm G.I. adjustable rods w ith galvanised butterfly level clips size 85x30x0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings a nd as directed by the Engineer-in-Charge : 4870 PJEROO0874: G.I. Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm dro p; made of G. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and electro-statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 4880 PJEROO0875: G.I. Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made G.I. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and 20% perforation area with 1.8 mm dia. holes and having NRC (Noise Reduction Coefficient) of 0.5, electro-statically polyester powder coated thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 4890 PJEROO0876: 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from n atural gypsum as per IS:2095 (Part-1) and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. 4900 PJEROO0877: 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS:2095 (Part-1 ), of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm center to center with center borders of 48 mm and the side border s of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bon ded glass wool backing. 4910 PJESAN1368: SANITARY INSTALLATIONS : 4920 PJESAN1369: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 l itre low level white P.V.C. dual flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming t o IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White vitreous china orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 4930 PJESAN1370: Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litr e low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:72 31, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 4940 PJESAN1371: W.C. pan with ISI marked white solid plastic seat and lid. 4950 PJESAN1373: Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low lev el white vitreous china dual flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangemen t with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings a nd brackets, cutting and making good the walls and floors wherever required : 4960 PJESAN1374: W.C. pan with ISI marked white solid plastic seat and lid 4970 PJESAN1376: Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass union s and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requir ed : 4980 PJESAN1377: One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4990 PJESAN1378: Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 5000 PJESAN1379: Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 5010 PJESAN1391: Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pat tern, including painting of fittings and brackets, cutting and making good the walls wherever require : 5020 PJESAN1392: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 5030 PJESAN1407: Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 5040 PJESAN1408: Kitchen sink with drain board : 5050 PJESAN1409: 510x1040 mm bowl depth 250 mm 5060 PJESAN1410: 510x1040 mm bowl depth 225 mm 5070 PJESAN1411: 510x1040 mm bowl depth 200 mm 5080 PJESAN1412: 510x1040 mm bowl depth 178 mm 5090 PJESAN1457: Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : 5100 PJESAN1466: Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick har d board ground fixed to wooden cleats with C.P. brass screws and washers complete. 5110 PJESAN1473: Providing and fixing toilet paper holder : 5120 PJESAN1474: C.P. Brass 5130 PJESAN1665: Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour : 5140 PJESAN1666: Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. 5150 PJESAN1667: Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms. 5160 PJESAN1668: Providing and fixing PTMT Bottle Trap for Wash basin and sink : 5170 PJESAN1669: Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 5180 PJESAN1670: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms. 5190 PJESAN1671: Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 5200 PJESAN1672: Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wal l face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 5210 PJESAN1673: Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed f ittings arrangement of approved quality and colour : 5220 PJESAN1674: 450 mm long towel rail with total length of 495 mm, 78 mm width and effective height of 88 mm, weighing not less than 17 0 gms. 5230 PJESAN1675: 600 mm long towel rail with total length of 645 mm, 78 mm width and effective height of 88 mm, weighing not less than 19 0 gms. 5240 PJESTE0618: Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, lock ing arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 5250 PJESTE0619: Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respe ctively, including applying a priming coat of approved steel primer. 5260 PJESTE0623: Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through t heir entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing n ecessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top cover of required thickness for rolling shutters : 5270 PJESTE0624: 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover 5280 PJESTE0627: Providing and fixing ball bearing for rolling shutters. 5290 PJESTE0628: Extra for providing mechanical device chain and crank operation for operating rolling shutters : 5300 PJESTE0629: Exceeding 10.00 sq.m. and up to 16.80 sq.m. in the area 5310 PJESTE0630: Exceeding 16.80 sq.m. in area 5320 PJESTE0664: Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase rail ing and similar works, including applying priming coat of approved steel primer : 5330 PJESTE0665: M.S. Tube 5340 PJESTE0666: E.R.W. Tubes 5350 PJESTE0667: G.I. Pipes 5360 PJESTE0674: Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. , of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-C harge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nu ts, bolts, fasteners etc.] 5370 PJESTE0675: Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts c omplete : 5380 PJESTE0676: Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. 5390 PJESTE0677: Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 5400 PJESTE0687: Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the bo dy of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. 5410 PJESTE0690: Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provis ion for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawing s, specifications and directions of the Engineer-in-Charge. 5420 PJESTE0691: Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bol ting with tie members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction o f the Engineer-in-Charge. 5430 PJESTE0698: G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizon tal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. 5440 PJESTE0704: Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diamet er made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating th ickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched al l along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thick ness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficien tly at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the cl osed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles et c. as per drawings, specifications and directions of the Engineer-in-Charge. 5450 PJESTE0705: Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (tota l length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron Y shaped placed 2.4 m o r 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per the directions of Engineer-in-Charge, with re inforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately]. 5460 PJESTO0175: STONE WORK : 5470 PJESTO0176: RANDOM RUBBLE MASONRY : 5480 PJESTO0177: Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cem ent : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 5490 PJESTO0178: Cement mortar 1:6 (1 cement : 6 coarse sand) 5500 PJESTO0179: Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling l evel and the like. 5510 PJESTO0180: Cement mortar 1:6 (1 cement : 6 coarse sand) 5520 PJEWAT1698: WATER SUPPLY : 5530 PJEWAT1699: CPVC PIPES : 5540 PJEWAT1700: Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabil ity for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directi ons of the Engineer-in-Charge : 5550 PJEWAT1701: 15 mm nominal outer dia pipes 5560 PJEWAT1702: 20 mm nominal outer dia pipes 5570 PJEWAT1703: 25 mm nominal outer dia pipes 5580 PJEWAT1704: 32 mm nominal outer dia pipes 5590 PJEWAT1705: 40 mm nominal outer dia pipes 5600 PJEWAT1706: 50 mm nominal outer dia pipes 5610 PJEWAT1707: Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stab ility for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spa cing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good th e same including testing of joints complete as per directions of the Engineer-in-Charge : 5620 PJEWAT1708: 15 mm nominal dia pipes 5630 PJEWAT1709: 20 mm nominal dia pipes 5640 PJEWAT1710: 25 mm nominal dia pipes 5650 PJEWAT1711: 32 mm nominal dia pipes 5660 PJEWAT1712: External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solve nt cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : 5670 PJEWAT1713: 15 mm nominal dia pipes 5680 PJEWAT1714: 20 mm nominal dia pipes 5690 PJEWAT1715: 25 mm nominal dia pipes 5700 PJEWAT1716: 32 mm nominal dia pipes 5710 PJEWAT1717: 40 mm nominal dia pipes 5720 PJEWAT1718: 50 mm nominal dia pipes 5730 PJEWAT1719: 65 mm nominal dia pipes 5740 PJEWAT1720: 80 mm nominal dia pipes 5750 PJEWAT1721: 100 mm nominal dia pipes 5760 PJEWAT1722: 150 mm nominal dia pipes 5770 PJEWAT1723: G.I. PIPES : 5780 PJEWAT1724: Internal Work - Exposed on Wall: Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutti ng and making good the walls etc. : 5790 PJEWAT1725: 15 mm dia nominal bore 5800 PJEWAT1726: 20 mm dia nominal bore 5810 PJEWAT1727: 25 mm dia nominal bore 5820 PJEWAT1728: 32 mm dia nominal bore 5830 PJEWAT1729: 40 mm dia nominal bore 5840 PJEWAT1730: 50 mm dia nominal bore 5850 PJEWAT1731: Internal Work - Concealed in wall: Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including mak ing good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall : 5860 PJEWAT1732: 15 mm dia nominal bore 5870 PJEWAT1733: 20 mm dia nominal bore 5880 PJEWAT1734: External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 5890 PJEWAT1735: 15 mm dia nominal bore 5900 PJEWAT1736: 20 mm dia nominal bore 5910 PJEWAT1737: 25 mm dia nominal bore 5920 PJEWAT1738: 32 mm dia nominal bore 5930 PJEWAT1739: 40 mm dia nominal bore 5940 PJEWAT1740: 50 mm dia nominal bore 5950 PJEWAT1741: 65 mm dia nominal bore 5960 PJEWAT1742: 80 mm dia nominal bore 5970 PJEWAT1743: Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including c utting and threading the pipe etc. complete : 5980 PJEWAT1744: 25 to 40 mm nominal bore 5990 PJEWAT1745: 50 to 80 mm nominal bore 6000 PJEWAT1746: Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete. [Note: Cost of water meter and stop cock to be paid separately]. 6010 PJEWAT1799: BRASS FITTINGS : 6020 PJEWAT1800: Providing and fixing brass bib cock of approved quality : 6030 PJEWAT1801: 15 mm nominal bore 6040 PJEWAT1802: 20 mm nominal bore 6050 PJEWAT1803: Providing and fixing brass stop cock of approved quality : 6060 PJEWAT1804: 15 mm nominal bore 6070 PJEWAT1805: 20 mm nominal bore 6080 PJEWAT1806: Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 6090 PJEWAT1807: 20 mm nominal bore 6100 PJEWAT1808: 25 mm nominal bore 6110 PJEWAT1809: 32 mm nominal bore 6120 PJEWAT1810: 40 mm nominal bore 6130 PJEWAT1811: 50 mm nominal bore 6140 PJEWAT1812: 65 mm nominal bore 6150 PJEWAT1813: 80 mm nominal bore 6160 PJEWAT1971: C.P. BRASS FITTINGS : 6170 PJEWAT1972: Providing and fixing C.P. brass bib cock of approved quality conforming to IS-8931 : 15 mm nominal bore 6180 PJEWAT1973: Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms : 15 mm nominal bore 6190 PJEWAT1974: Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms : 15 mm nominal bore 6200 PJEWAT1975: Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS-8931 : 15 mm nominal bore 6210 PJEWAT1976: Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : 15 mm nominal bore 6220 PJEWAT1977: Providing and fixing C.P. Brass extension nipple (size 15mm x 50mm) of approved make and quality as per directions of th e Engineer-in-Charge. 6230 PJEWAT1978: Providing and fixing following C.P. Brass central hole wash basin mixer with copper pipe/ pipes and brass nuts of size 1 5mm, etc. complete including cutting & making good the walls wherever required complete in all respects as per specifications and di rections of the Engineer-in-Charge : 6240 PJEWAT1979: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-7171 Queens or approved equivalent) with 2 nos. x 10mm diameter & 450mm long copper pipes. 6250 PJEWAT1980: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-167 or approved equivalent) with 1 no. x 10mm dia meter & 450mm long copper pipe. 6260 PJEWAT2382: Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleani ng the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main t ested in the municipal laboratory : 6270 PJEWAT2383: 80 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6280 PJEWAT2384: 100 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6290 PJEWAT2385: 125 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6300 PJEWAT2434: Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching pow der @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deductio n will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contr actor at his own cost and nothing extra will be paid on this account]. 6310 PJEWAT2435: Cleaning of underground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations: (1) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (2) Entire surface area of the sump shall then scrubbed thoroughly with wir e brush etc. and pressure washed with water. (3) Chlorination of RCC internal surface by liquid chlorine. (4) The treated surface sh all be dried using air jetting and all loose particles shall be removal from the surface. (5) Finally the surface shall be treated w ith ultra-violet radiation etc. as per direction of the Engineer-in-Charge. 6320 PJEWAT2436: Disconnecting damaged overhead/ terrace PVC water storage tank of any size from water supply line and removing from th e terrace including shifting at ground level as per the directions of Engineer-in-Charge. 6330 PJEWOO0237: Providing and fixing panelled or panelled & glazed shutters 35 mm thick for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6340 PJEWOO0238: Second class teak wood 6350 PJEWOO0239: Kiln seasoned and chemically treated hollock wood 6360 PJEWOO0240: Kiln seasoned selected planks of sheesham wood 6370 PJEWOO0241: Providing and fixing panelled or panelled & glazed shutters 30 mm thick for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6380 PJEWOO0242: Second class teak wood 6390 PJEWOO0243: Kiln seasoned and chemically treated hollock wood 6400 PJEWOO0244: Kiln seasoned selected planks of sheesham wood 6410 PJEWOO0245: Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:20 01 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of the Engineer-in-Charg e and panelling with panels of: [Note: Butt hinges and necessary screws shall be paid separately] : 6420 PJEWOO0246: 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-I or graded wood particle board FP T-I, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS:848 : 6430 PJEWOO0247: 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, th ree layer particle board FPT-I or graded wood particle board FPT-I, conforming to IS:3087, bonded with BWP type synthetic resin adhe sive as per IS : 848 and pre-laminated conforming to IS:12823, Grade 1, Type-II marked. 6440 PJEWOO0248: 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing laminatio n) grade-1, medium density flat pressed, three layer particle board FPT-I or graded wood particle board FPT-1 conforming to IS:3087 bonded with BWP type synthetic resin adhesive as per IS:848 and pre-laminated conforming to IS:12823, Grade-1, Type-II marked. 6450 PJEWOO0249: Providing and fixing panelling or panelling & glazing for panelled or panelled & glazed shutters (25 mm to 40 mm thick s hutters) for doors, windows and clerestory windows [Note: Area of opening for Panel inserts/ Glass panes excluding portion inside gr ooves or rebates shall be measured for payment] : 6460 PJEWOO0250: Second class teak wood 6470 PJEWOO0251: Kiln seasoned and chemically treated hollock wood 6480 PJEWOO0252: Float Glass Panes - 4.0 mm thick (weight not less than 10 Kg/SQM) 6490 PJEWOO0253: Float Glass Panes - 5.5 mm thick (weigth not less than 12.5 Kg/SQM) 6500 PJEWOO0254: Fly proof Stainless Steel (Grade 304) wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beadi ng 6510 PJEWOO0255: 12 mm thick Exterior Grade-I MDF Board conforming to IS:14587, pre-laminated with decorative lamination on both side 6520 PJEWOO0256: 12 mm thick Marine plywood conforming to IS:710 6530 PJEWOO0257: 12 mm thick Fire retardant plywood conforming to IS:5509 6540 PJEWOO0258: Providing and fixing 35mm thick glazed shutters for doors, windows and clerestory windows using 4.0 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws : 6550 PJEWOO0259: Second class teak wood 6560 PJEWOO0260: Kiln seasoned and chemically treated hollock wood 6570 PJEWOO0261: Kiln seasoned selected planks of sheesham wood : 6580 PJEWOO0291: Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block bo ard construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands a nd face veneers on both faces of shutters : 6590 PJEWOO0292: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6600 PJEWOO0293: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6610 PJEWOO0294: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 6620 PJEWOO0295: Extra for providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shu tters conforming to IS:2202 (Part-I) : On one side only 6630 PJEWOO0296: Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (ov er all area of door shutter to be measured). 6640 PJEWOO0297: Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors. [Notes: (1) Cost of glass excluded. ( 2) Overall area of door shutter to be measured] : 6650 PJEWOO0298: Rectangular or square 6660 PJEWOO0299: Circular 6670 PJEWOO0300: Extra for cutting rebate in flush door shutters. [Note: Total area of the shutter to be measured]. 6680 PJEWOO0301: Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 6690 PJEWOO0302: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size : 6700 PJEWOO0303: Second class teak wood 6710 PJEWOO0304: Kiln seasoned and chemically treated hollock wood 6720 PJEWOO0305: Kiln seasoned selected class of sheesham wood 6730 PJEWOO0328: Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 6740 PJEWOO0329: 12 mm dia. 6750 PJEWOO0330: 20 mm dia. 6760 PJEWOO0331: 25 mm dia. 6770 PJEWPF2691: WATERPROOFING : 6780 PJEWPF2692: Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (a) First course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS:2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (b) Second course of 20 m m cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (c) Third course of applying blown or residual bitumen applied hot at 1.7 Kg/ sqm of ar ea. (d) Fourth course of 400 micron thick PVC sheet. [Note: Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm]. 6790 PJEWPF2698: Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing ceme nt compound consisting of applying : (a) After surface preparation, first layer of slurry of cement @ 0.488 Kg/sqm mixed with water proofing cement compound @ 0.253 Kg/sqm. (b) Laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 K g/sqm mixed with water proofing cement compound @ 0.670 Kg/sqm and coarse sand @ 1.289 Kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) Fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the pu rpose of measurement the entire treated surface will be measured. 6800 PJEWPF2699: Grading roof for water proofing treatment with : 6810 PJEWPF2700: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 6820 PJEWPF2701: Cement mortar 1:3 (1 cement : 3 coarse sand) 6830 PJEWPF2702: Cement mortar 1:4 (1 cement : 4 coarse sand) 6840 PJEWPF2703: Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers havin g Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elast omeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid ( dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping an d properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engine er-in-Charge. 6850 PJEWPF2704: Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC struc tures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ su bway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative ( internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrost atic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and directions of the Engineer-in-Charge. The product performance shall carry guaranteed for 10 years against any leakage : 6860 PJEWPF2705: For vertical surface two coats @ 0.70 kg per sqm per coat 6870 PJEWPF2706: For horizontal surface one coat @ 1.10 kg per sqm 6880 PJEWPF2707: Providing and applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterpro ofing polymers on interior wall plaster surface in three coats @ 14.35 Kg/10 sqm. One coat of self priming of cementatious waterproo fing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in t he ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per 10 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 20 NRECIV0003Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI g rade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes Finit in required proportion to make the are a clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall be measured). 30 NRECIV0004Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water with wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete a s per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with cleani ng powder,paint remover as per requirement all labour, material etc.complete. 40 NRECIV0005Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, cle aning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with al l labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 50 NRECIV0008Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Execut ive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, se gregate the waste into biodegradable & non bio-degradeable waste and finally dispose them separately at designated place (Dumping Ya rd/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc. complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to work men, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engine er-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepera tely. The unit MONTH (MON) shall mean per house/building per month 60 PJEDRA2588Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL s hall mean KILO LITRE] 70 PJEHOR2828Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of eart h measured in stacks will be reduced by 20% for payment]. 80 PJEHOR2830Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note : Volume of cattle manure measured in stacks will reduced by 8% for payment]. 90 PJEHOR2835Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 100 PJEHOR2836Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, du mp manure and/or good earth shall be paid separately under relevant item of SOR]. 110 PJEHOR2861Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Asho kas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minim um complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 120 PJEHOR2898Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and app lying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [ Note: Unit SQM shall mean PER SQM PER MONTH.] 130 PJEHOR2903Pruning, trimming, shaping of trees/ shrubs (height 15 feet & above) and removal of cut materials up to 50m lead inclusive of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 140 PJEHOR2904Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation wa ter at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering includi ng cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Un it EA shall mean PER TRIP]. 150 PJEHOR2908Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, debri s, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per direct ion of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 160 PJEHOR2909Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km lea d & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 170 PJEWAT2434Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut b rushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powde r @ 0.5gm per litre capaci ty of tank, including marking the date of cleaning on the side of tank body with the help of stencil and p aint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank s hould be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contrac tor at his own cost and nothing extra will be paid on this account].

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