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| 1 | Building work |
| 2 | 5.1.1EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. |
| 3 | 5.1.2Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) |
| 4 | 5.1.8EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 5 | 5.1.10Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 6 | 5.6.1Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge |
| 7 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.41:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 8 | 5.3.9.1Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size) |
| 9 | 5.3.17.1Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete |
| 10 | 5.3.10Reinforced 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 reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 11 | 5.3.17.1Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete |
| 12 | 5.3.9Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.5.3.9.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 13 | 5.3.17.5Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | 5.3.11Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and 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) : 3 graded stone aggregate 20 mm nominal size). |
| 15 | 5.3.17.5Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | 5.2.11Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge |
| 17 | 5.7.3Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I |
| 18 | 5.5.4Providing tor steel reinforcement TMT FE 500 of following dia. rods as per approved design and drawing including carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. (Only valid for TATA TISCON / SAIL). |
| 19 | 5.5.48MM |
| 20 | 5.5.5(a)10MM |
| 21 | 5.5.5(b)12MM |
| 22 | 5.5.5©16MM |
| 23 | 5.5.620 & 25 MM |
| 24 | DSR 13.46.1Finishing 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 @ 2.20 kg/ 10 sqm) |
| 25 | DSR 16.53Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apartand 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 direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 26 | JSOR 2022 Item No. M 195 (i) Part 'A' + 10% CPSupplying, fitting and fixing 50mm x 50mm x 6mm angle iron frame in choukhat for doors with M.S clamp proerly fishtalled 150mm long of 40 x 6mm flat including making holes and |
| 27 | 5.5.23Drilling 6mm dia holes in M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l. |
| 28 | 5.5.28Labour for fabricating, erecting, hoisting and fixing in position structural steel work in R.S. joist, channel, Angle, Tee, flat, plate, latice member, built up compound section in column, girder, staircase or truss including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding (machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved drawing, building specification and direction of E/l. |
| 29 | 5.5.24Labour for cutting of M.S. angle iron post to required length, one end splitted as fishtailed in length of 150 mm complete as per building specification and direction of E/I. |
| 30 | 5.8.45Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l. |
| 31 | 5.10.1Dismantling pucca brick or lime work including stacking serviceable materials in............do...... all leads all complete as per direction of E/I. |
| 32 | CARRAIGE OF MATERIALS |
| 33 | Bricks (1K+ 25P = 26 KM.) |
| 34 | Coarse Sand (2K+ 28P = 30 KM.) |
| 35 | Stone Chips ( 33 KM.) |
| 36 | Cement (30 KM.) |
| 37 | Steel ( 30 KM.) |
| 38 | Drain (50 M) Width 2 ft. |
| 39 | 5.1.1Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. |
| 40 | 5.1.10Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 41 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.21:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 42 | 5.6.1Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 43 | 5.2.3Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 44 | 5.3.9Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:5.3.9.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 45 | 5.3.17 Centering and Shuttering including struting, propping etc. and removal of form for 5.3.17.1 Foundation, footing,bases of column, etc. for mass concrete. |
| 46 | 5.5Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. |
| 47 | 5.5.48 mm dia (40 %of total reinforcement) |
| 48 | 5.5.5a10mm dia (60%of total reinforcement) |
| 49 | 5.7.3Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 50 | 5.7.11Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and d |
| 51 | 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (SOIL, WASTE & VENT PIPES) |
| 52 | 12.41.2 110 mm outer dia |
| 53 | Cairage Of Meterial |
| 54 | Bricks (1K+25P) = 26 km |
| 55 | Coarse Sand (2K+29P = 30 Km ) |
| 56 | Stone Chips (30 Km ) |
| 57 | Cement (30 Km ) |
| 58 | Steel (30 Km ) |
| 59 | Add 18% GST |
| 60 | Add 1% Lebour Cess Please Enable Macros to View BoQ information |
