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| 1 | Item Description/ Heading |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering but excluding cost of reinforcement,1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 6 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete - Thermo-Mechanically Treated bars |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Brick work with non modular fly ash lime bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 13 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete - 40 mm thick with 20 mm nominal size stone aggregate. |
| 14 | Providing ridge or hips of width 60 cm over all width plain G.S.sheet sheet fixed with polymer coated j or Lhooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 15 | 12 mm cement plaster of mix : 1:6 ( 1 cement : 6 fine sand) |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand) |
| 17 | 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. |
| 18 | Removing dry or oil bound distemper, water proofing cement paint including lime putty and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work |
| 20 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour |
| 21 | 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 |
| 22 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in-charge. (Parryware/Hindware/Cera or equivalent)Orissa pattern W.C Pan of size 580x440mm |
| 23 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, 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 of 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 : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick |
| 24 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 25 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposalof unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 26 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :Of area 3 sq. metres and below |
| 27 | Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of:G.S.sheet. |
| 28 | Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of:Asbestos Sheet |
| 29 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability 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 direction of Engineer in Charge.Internal work 20 mm nominal outer dia Pipes |
| 30 | 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 solvent cement, trenching, refilling & testing ofjoints complete as per direction of Engineer in Charge.External work 15 mm diameter |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work.40 mm dia nominal bore |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work.80 mm dia nominal bore |
| 33 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm dia nominal bore |
| 34 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm dia nominal bore |
| 35 | Providing and fixing C.P. brass bib cock of Plaza, Jaguar or any brand approved quality conforming to IS:8931 as approved by Engineer-In-Charge.15 mm nominal bore |
| 36 | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 37 | Providing and fixing 1mm thick M.S. sheet door with frame of 30x30x5mm angle iron with all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 20x6mm for diagonal braces and central cross piece. |
| 38 | Providing services for miscellaneous nature of unskilled work as per direction of Engineer-in-charge for a period of 8 hrs a day |
| 39 | Labour charges for day to day maintenance works related with welding works like welding of hinges, welding of flats in window grills and other petty jobs related with welding works as and when required by deploying welder beldar/coolie in residential quarters of colony. as per instruction of Engineer-in-charge. (1 Skilled and 1 unskilled worker per day) |
| 40 | Providing and fixing asbestos cement 6 mm thick corrugated sheet roofing of width 1.00m, ISI 459 (Konark Brand) with G.I or J hooks bolts and nuts 8 mm dia G.I. plain and bitumen washer complete excluding the cost of purlins, rafters and trusses. |
| 41 | Providing and fixing on wall face PVC SWR pipes conforming to IS :13592 , including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes. (In case SWR pipes is laid on ground, cost of trenching & filling, if required is to be paid separately)110 mm diameter (Type B) |
| 42 | Providing & fixing brass spindle suitable for CP pillar cock, cp bib cock of approved make as per direction of EIC. |
| 43 | Providing and fixing of thermocol in fixed alumnium frame. |
| 44 | Providing and Fixing false ceiling with 40 mm (± 2 mm) thick thermocool fixed to a grid made out of anodised aluminium T-section 40X25X1 mm size main runners placed 1.00X0.50 m center to center and cross runners 40X25X1 mm fixed to main runners placed 1.00X0.50 m center to center both ways so as to form grid of 1.00X0.50 with perimeter angle (aluminium) of size 25X25X1 mm four sides. The frame work shall be suspended from ceiling by 16 guage G.I wire fixed to roof purlin, the suspenders shall be placed 1200 mm center to center including fixing of thermocool with fevicol to the frame. |
| 45 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.50 mm |
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