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Various development works in the municipal area - Earth Work in excavation for roadway , including trimming bottom and side slopes in accordance with requirement of line , grades and cross sections , including disposal of surplus materials with all lift and lead upto 1000m as per MORT&H specifications clause 30.1 in all type of soil CUM 214.5 214.5 214.5 2 4.10.1.1 Earth work in excavations in foundations , trenches ,etc . Including dressing of sides and ramming of bottoms , including getting out the excavated material , refilling after laying pipe / foundation and disposal of surplus excavated material at alead up to 50m suitable site as per direction of Engineer for following depths , below natural ground / Road top level . Depth upto 1.5m CUM 210.5 210.5 210.5 3 1.1.1 Carriage of materials by mechanical transport including loading , unloading and stacking . Earth Up to 1Km CUM 152.02 152.02 152.02 4 4.13 Earth filling with available surplus soil excavated from foundations and taken onlynfrom outside of building plinth in layers not exceeding 20cm in depth , consolidating each deposited layer including ramming and watering and consolidation with lead up to 50m and lift upto 1.5km CUM 144 144 144 5 21.1.7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth leve 1:4:8 ( 1Cement :4fine / coarse sand : 8 Graded Stone aggregate 40mm nominal size CUM 4340 4340 4340 6 21.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth leve 1:1.5:3 ( 1Cement :1.5fine / coarse sand : 3Graded Stone aggregate 20mm nominal size CUM 5810 5810 5810 7 21.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth leve 1:1.5:3 ( 1Cement :1.5fine / coarse sand : 3Graded Stone aggregate 20mm nominal size CUM 5810 5810 5810 8 23.19.6 Reinforcement for RCC Work at all levels including straightinning , cutting , bending , placing, in position and binding all complete . Thermo Mechanically Treated Bars KG 64.2 64.2 64.2 9 25.1.1 Random Rubble Masonary with hard stone in foundation and plinth . Cement Mortar 1:6 (1Cement : 6 Coarse sand ) CUM 4245 4245 4245 10 25.2 Extra for random Rubble masonary with hard stone in super structure above plinth level and up to two stories CUM 5135 5135 5135 11 24.1.2 Brick Work with FPS bricks of class designation 75 in foundation and plinth . Cement mortar 1:6 (1 cement : 6 Coarse sand ) CUM 4940 4940 4940 dk;Z dk uke %& uxj ikfydk {kS= esa fofHkUu LFkkuksa ij fodkl dk;Z Estimate 12 24.5.2 Brick Work with FPS bricks of class designation 75 in super structure above plinth level up to two stories in all shapes and sizes in . Cement mortar 1:6 (1 cement : 6 Coarse sand ) CUM 5750 5750 5750 13 24.11.1 Half Brick masonary with FPS brick of class designation 75 in foundations and plinth in cement mortar 1:3 (1Cement : 3 Coarse sand ) SQM 644 644 644 14 24.12.2 Half Brick masonary with FPS Brick of class designation 75 in superstructure above plinth level up to two stories in cement mortar 1:4 (1Cement : 4 Coarse sand ) SQM 704 704 704 15 32.3.3 Cement Plastering including T&P , scaffolding , material , and complete labour including cost of water , curing , racking , of joints etc. with 20 mm cement plaster of mix 1:6 (1 cement :6 fine /coarse sand ) SQM 264 264 264 16 32.1.1 Cement Plastering including T&P , scaffolding , material , and complete labour including cost of water , curing , racking , of joints etc. with 12mm cement plaster of mix 1:4 (1 cement :4 fine /coarse sand ) SQM 204.5 204.5 204.5 17 30.3.1 Cement Concrete Flooring 1:2:4 (1Cement :2 Coarse sand : 4 graded 20mm nominal size aggregate )finished coat of neat cement including cement slurry , but excluding the cost of nosing of steps etc. complete . 40mm thick SQM 384.5 384.5 384.5 18 26.11.1 Providing and fixing stone jali 40mm thick throughout in cemnt mortar 1:3 (1 Cement : 33 Cparse sand ) including pointing in white cement mortar 1:2 (1Cement : 2 stone dust ) with an admixture of pigment , matching the stone shade , jali slab without any chamfers etc. Red Sand Stone SQM 17100 17100 17100 19 29.14 Providing and fixing T-iron Frames for doors , windows and ventilators of mild steel Tee sections , joints mitered and welded with 15*3 mm lugs 10cm long embeeded in cement concrete blocks 15*10*10 cm of 1:3:6 (1Cement :3 Coarse sand :6 graded stone aggregate nominal size 20mm)or with wooden plugs and screws or with dash fastner or rawl plugs and screws fixing clips or with bolts and nuts are require including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer . KG 88.4 88.4 88.4 20 29.3 Provinding and fixing in position collapsible steel shutters with vertical channels 20*10*2 mm and braced with flat iron diagoanls 20*5mm size with top and bottom rail of T- iron 40*40*6 mm with 40mm dia steel pulleys complete with bolts , nuts , locking arrangement stoppers handles including applying of primer coaat of approved steel primer . SQM 7290 7290 7290 21 29.5.1 providing and fixing 1mm thick MS sheet dooe with frame of 40*40*6 angle iron and 3mm MS gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer SQM 3695 3695 3695 22 12.7.1 Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer in charge . Average thickness 60 to 75 cm SQM 869 869 869 23 30.27.1 40mm thick fine dressed stone flooring over 20mm (average) Thick base of cement mortar 1:5 (1cement :5 coarse sand ) with joints finished flush . Red sand stone SQM 756 756 756 24 30.27.2 White sand Stone SQM 806 806 806 25 38.14.1 Grading roof for water proofing treatment with cement concrete 1:2:4 (1Cement :2 Coarse sand : 4 graded stone aggregate 20mm nominal size ) CUM 5470 5470 5470 26 36.1.1 Providing and fixing water closset squatting Pan (indian type W.C.) with 100mm sand cast iron P or S trap , 10 litre low level white P.V.C. flushing cistern with manually controlled device with confirming IS : 7231 , with all fittings and fixures complete including cutting and making good the walls and floors wherever required . white Vitreous China Orissa Pattern W.C. pan of size 580*440mm with integral type foot rests . EACH 4775 4775 4775 27 36.68.1 Providing And fixing vitreous china dual purpose closet suitable for use as squatting or European type water closet (Anglo indian W.C. Pan ) with seat lid with C.P. brass hinges and rubber buffers , 10litre low level flushing cistern with fitting and brackets , 40mm flush bend 20mm over flow pipe wih specials of standard make and mosquito proof coupling of approved muncipal design complete including painting of fittings and brackets cutting and making good the walls and floors wherever required. White Vitreous China Dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend . EACH 7910 7910 7910 28 36.24 Proving and fixing white vitreous china squatting plate urinal with integral rin longitudnal flush pipe EACH 2635 2635 2635 29 36.7.1 Providing and Fixing Wash Basin with C.I. Brackets 15mm C.P. brass pillar taps 32mm C.P. brass waste of standard pattern including painting of fittings and brackets cuttings and making good the walls wherever required . White vitreous China Wash Basin size 630*450 mm with a pair of 15mm C.P. brass pillar taps. EACH 2620 2620 2620 30 19.2.1.2 Providing lowering laying in trenches ,aligning fixing in position and jointing uPVC Pipe fittings / accessries of class III (6Kg/SQM suitable for potable water with rubber ring joints (as pperIS 4985 2000) of following outer dia with all accessries (excluding) complete including all material labour , hydraulic testing and commisioning as per Technical Specifications and as perndirection of Engineer . 110 mm dia. EACH 300 300 300 31 11.2.4 Providing and laying Reinforced Cement Concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000&2900 of MORT&H Specifications including all material labour form woek machinery .300mm internal diameter . METRE 1139 1139 1139 32 11.2.9 Providing and laying Reinforced Cement Concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000&2900 of MORT&H Specifications including all material labour form woek machinery .600 mm internal diameter . METRE 3740 3740 3740 33 11.2.12 Providing and laying Reinforced Cement Concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000&2900 of MORT&H Specifications including all material labour form woek machinery .900 mm internal diameter . METRE 7250 7250 7250 34 11.2.15 Providing and laying Reinforced Cement Concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000&2900 of MORT&H Specifications including all material labour form woek machinery .1200 mm internal diameter . METRE 11350 11350 11350 35 10.1 Providing and fixing precast cement concrete M-20 grade (using Mechanical concrete mixer) kerb stone top and bottom width 115 and 165mm respectively , 250mm high on 150mm thick PCC M-10 grade foundations as per design, including fixing at site as per clause 408 of MORT&H specification including all material labour machinery lighting , guarding and maintenance of diversion . METRE 312.5 312.5 312.5 36 2.4.5.2 Dismentsling of Existing structure like culverts , bridges , retaining walls , cc road and other structure comprising of masonary , cement concrete , wood work , steel work , including T&P and scaffolding wherever necessary , sorting the dismentled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50metre as direction by engineer . Rubble stone masonary in cement Mortar CUM 357 357 357 37 29.1 Structural steel work in single section fixed with or without connecting plate including cutting , hoisting , fixing, in position and applying a priming coat of approved steel primer all complete . KG 74.4 74.4 74.4 38 31.1.1 Providing and Fixing G.S. Sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks , bolts and nuts 8mm diameter with bitumen and G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets . 1.00mm thick with zinc coating not less than 275gm/m2. SQM 1147 1147 1147 39 31.47.1 Providing and Fixing UV stablised fibreglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated Jor L hooks , bolts , & nuts 8mm dia . 2mm thick corrugated (2.5" or 4.2" or 6" ) or step down (2" or 3" or 6") as specified . SQM 1112 1112 1112 40 30.25.1 Kota stone slab flooring 25mm thick over 20mm (average) Thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1Cement : 4 coarse sand ) . Area of each slan 900 to 2000sqcm. SQM 1299 1299 1299 41 32.30.1 Distempering of Oil Bound washable distemper of approved brand and manufacturer to given an even shade . New Work (two or more coats ) over and including priming Coat with Cement primer SQM 125 125 125 42 32.33.1 Finishing walls with water proofing cement paint of required shade . New Work (Two or more coats applied @3.84Kg/10sqcm) SQM 85.4 85.4 85.4 43 32.26.1 white washing with lime to give an even shade . New work (three or More Coats ) SQM 23.2 23.2 23.2 44 32.52.1 Painting with aluminium paint of approved brand and manufacture to give an even shade Two or more coats on new work SQM 92.1 92.1 92.1 45 37.1.1.1 Providing and fixing aluminium work for doors , windows , ventilators and partitions with extruded built up standard tubular sections appropriate Z sections and other sections of approved make confirming to IS : 733 and IS :1285 , fixed with Rawl plug and screws or with fixing clips or with expansion hold fastenere. for fixed portion . Anodised Aluminium (anodises transparent or dyed to required shade according to IS :1868 Minimum anodi coating of grade AC 15 KG 406 406 406 46 37.1.2.1 Anodised aluminium (anodised anodised transparent or dyed to required shade according to IS :1868. Minimum anodic coating of grade AC 15 KG 438.5 438.5 438.5 47 37.3.2 Providing and fixing glazing in aluminium door , window , ventilator , shutters and partitions etc. wwith PVC / neoprene gasket etc. complete as per the architectural drawings and the direction of engineer in charge .with float glass panes of 5.50mm thickness. SQM 1214 1214 1214 48 49 34.47 Providing and placing on terrace ( at all floor levels ) polyethelene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but without fittings and the base support for tank . PER LITRE 8.8 8.8 8.8 50 7.2.2 Providing and laying spreading and compacting of granular sub-base by providing close graded material (table 400-1 ) spreading in uniform layers with motar grader on prepared surface , mixing , by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density , complete as per MORT&H specification clause -401 including all material , labour , machinery, lighting , guarding , and maintenanace of diversion . Grading II material CUM 1128 1128 1128 51 7.6 Providing , laying , spreading (with Paver finisher only ) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregates and granular material confirming to MORT&H specifications (table400-II) in layers of equal compacted thickness each consolidated . as per MORT&H Specifications clause 406 including all amterial , labour , machinery , lighting , guarding , and maintenance of diversion . CUM 1704 1704 1704 52 10.8 Providing and laying marking of center line and stop line etc. with hot thermoplastic compound 2.5mm thick on road / plain surface including reflectorising glass beads @250gms per sqm area with special applicator machine as per IRC :35including cleaning the surface of all dirt ,dust and other foreign matter , demarcation at site and traffic control involved . The finished surface to be level uniform and free from streaks and holes as per clause 803 of MORT&H specification including all material , labour machinery , lighting , guarding and maintenance of diversion . SQM 428 428 428 53 10.16.1 supplying and Fixing of G.I. Chain Link fencing of required width in mesh including straightenning with 2 mm dia GI wire /GI Staples /GIU nails / nuts bolts anle iron posts 50mm*50*6mm placed every 3 metre center to center founded in M15 grade cement concrete 30cm*30cm*60cm , 0.6 meter below ground levelevery 15th post last but one end post and corner shall be strutted on both sides and end post etc. Mesh size 50mm *50mm made of GI wire 3.15mm dia SQM 721 721 721 54 10.17 Providing and fixing 1.2 metre high GI barbed wire fencing with 1.8 m angle iron posts 40mm*40mm*6mm placed every 3 m centre to centre founded in M15 grade cement concrete , 0.6 meter below ground level every 15 th post last but one end post . As per MORT&H Specifications & type A as per IS 278: 1978 size designation 5 (line wire 2.24 point wire 2.00mm mass 97-106g/m) including all material labour . METRE 251 251 251 55 15.2.1 anodised aluminium (anodised anodised transparent or dyed to required shade according to IS :1868. Minimum anodic coating of grade AC 15 CUM 1732 1732 1732 56 30.20.4 Chqured terrazo tiles 22mm thick with graded marble chips of size up to 6mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement mortar 1:4 (1cement :4 coarse sand )
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