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| 1 | 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 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 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) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :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). |
| 6 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircasesand spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 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). |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | Providing and laying Ceramic glazed floor tiles of size300x300 mm (thickness to be specified by themanufacturer) of 1st quality conforming to IS : 15622 ofapproved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement : 4 Coarse sand), Jointing with grey cementslurry @ 3.3 kg/sqm including pointing the joints withwhite cement and matching pigment etc., complete. |
| 12 | Providing and fixing Ist quality ceramic glazed wall tilesconforming to IS: 15622 (thickness to be specified by themanufacturer), of approved make, in all colours, shadesexcept burgundy, bottle green, black of any size as approvedby Engineer-in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm, including pointing in white cement mixed withpigment of matching shade complete |
| 13 | Structural steel work in single section, fixed with or withoutconnecting plate, including cutting, hoisting, fixing inposition and applying a priming coat of approved steelprimer all complete. |
| 14 | Providing and fixing precoated galvanised iron profilesheets (size, shape and pitch of corrugation as approved byEngineer-in-charge) 0.50 mm (+ 0.05 %) total coatedthickness with zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer onboth side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25microns minimum to avoid scratches during transportationand should be supplied in single length upto 12 metre or asdesired by Engineer-in-charge. The sheet shall be fixedusing self drilling /self tapping screws of size (5.5x 55 mm)with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins,rafters and trusses and including cutting to size and shapewherever required |
| 15 | 12mm cement plaster of mix 1:6 ( 1 cement: 6 fine sand) |
| 16 | Distempering with oil bound washable distemper ofapproved brand and manufacture to give an even shade : New work (two or more coats) over and including waterthinnable priming coat with cement primer |
| 17 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 18 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 19 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coatof neat cement, including cement slurry, but excludingthe cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 20 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges andscrews and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 21 | Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square or roundbars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 22 | Providing and fixing 1mm thick M.S. sheet door with frameof 40x40x6 mm angle iron and 3 mm M.S. gusset plates atthe junctions and corners, all necessary fittings complete,including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 23 | Providing and fixing water closet squatting pan (Indiantype W.C. pan ) with 100 mm sand cast Iron P or S trap,10 litre low level white P.V.C. flushing cistern, includingflush pipe, with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixturescomplete, including cutting and making good the wallsand floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 24 | Providing and fixing white vitreous china flat back halfstall urinal of size 580x380x350 mm with white PVCautomatic flushing cistern, with fittings, standard size C.P.brass flush pipe, spreaders with unions and clamps (all inC.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the wallsand floors wherever required :Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern |
| 25 | Providing and fixing a pair of white vitreous china footrests of standard pattern for squatting pan water closet : 250x130x30 mm |
| 26 | Providing and fixing wash basin with C.I. brackets, 15 mmC.P. brass pillar taps, 32 mm C.P. brass waste of standardpattern, including painting of fittings and brackets, cuttingand making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C.P. brass pillar taps |
| 27 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank, IS : 12701 marked, withcover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittingsincluding trenching and refilling etc. External work25 mm dia nominal bore |
| 29 | Providing and fixing G.I. pipes complete with G.I. fittingsand clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 15 mm dia nominal bore |
| 30 | Providing and fixingbrass bib cock of approved quality : 15mm dia nominal bore |
| 31 | Providing and fixing 600x450 mm beveled edge mirror ofsuperior glass (of approved quality) complete with 6 mmthick hard board ground fixed to wooden cleats with C.P.brass screws and washers complete |
| 32 | Providing and fixing gun metal gate valve with C.I. wheelof approved quality (screwed end) :25 mm nominal bore |
| 33 | Providing and fixing on wall face unplasticised Rigid PVCrain water pipes conforming to IS : 13592 Type A, includingjointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.110mm diameter |
| 34 | Providing and fixing on wall face unplasticised Rigid PVCrain water pipes conforming to IS : 13592 Type A, includingjointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.75mm diameter |
| 35 | Extra for providing and fixing wind ties of 40x 6 mm flatiron section. |
| 36 | Surface dressing of the ground including removingvegetation and in-equalities not exceeding 15 cm deep anddisposal of rubbish, lead up to 50 m and lift up to 1.5 m. Allkinds of soil. |
| 37 | Carriage of material earth by mechanical transport including transport including loading unloading and stacking upto 1 km. lead. |
| 38 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 40 | Providing and fixing PTMT handles with necessary screwsetc. complete. 125x34x24 mm weighing not less than 23 gms |
| 41 | Providing and fixing PTMT Tower Bolts with 12 mm onepiece rod inside and necessary screws etc., complete. 152x42x18 mm weighing not less than 60 gms |
| 42 | Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 43 | Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure above plinthlevel up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 44 | Providing 25mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including glving required sizeand shapes etc fixing in cement mortar 1:3 curing and cement etc. complete A) one side polish. |
| 45 | Providing of hallow PVC door 25mm thick with alluminum frame brassing etc. in all fitting as per direction of engineering encharge. |
| 46 | Providing pipe type earthing with 40mm dia G.I. pipe or 20mm dia G.I. rod complete with all materials as per specificationn no. EAEP. |
| 47 | Point wiring in PVC trunking ( casing capping with 1.5 sq.mm (2+1E) FRLSHgrade copper wire, flush type switch , earthingand required accessories as per specification no. WG-PW/SW. |
| 48 | Supplyin & erecting& marking SPMCB 6 A to 32 A, B series for lighting ) in provided distribution board as per as per specification no. SWSWR/MCB. |
| 49 | Total impact of GST for the purpose of CTC |
