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| 1 | Earth work in excavation in foundation trenches in foundation in ordinary soil (vide classification of soil -A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling ramming the foundation trenches, removing, roots of trees shurbs all complete as per approved design building specification and direction of E/l. + Extra for earth work in hard soil as per approved design building specification and direction of E/l.(Vide classification of soil item -B) |
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). (5.1.7) |
| 3 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). |
| 4 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. |
| 5 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. |
| 6 | 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) |
| 7 | Providing and laying in position specified grade of reinforced cement excluding the cost of centering and shuttering - all work up to plinth level: 1:1.5:3 (1 Cement : 2 Coarse sand (zone -III) : 4 Graded stone aggregate 20 mm nominal size) |
| 8 | Centering and shuttering including strutting, propping etc and removal of form for foundation |
| 9 | Providing R.C.C work in walls M-200 with nominal mix of (1:1.5:3) in Pilaster, buttresses, Plinth and string course, fillets, columns, Pillars, Piers, with approved ------do----do---as per direction of E/l |
| 10 | Centering and shuttering including strutting, propping etc and removal of form for Plinth beams |
| 11 | Providing designation 75A brick work in C.M (1:6) in foundation and plinth with approved quality ------ do ---- do ---- as per direction of E/l. |
| 12 | Reinforceemnt cement concrete work in walls ( any thickness), including attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutment do - do - of E/I. |
| 13 | Centering and shuttering including strutting, propping etc and removal of form for Column/Stiffiner |
| 14 | Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 |
| 15 | Centering and shuttering including strutting, propping etc and removal of form for Lintels, beams, plinth beams, girders, |
| 16 | Centering and shuttering including strutting, propping etc and removal of form for chajjas |
| 17 | Providing 75A brick work in C.M (1:6) in super structure and plinth with approved quality of clean coarse sand ---- do---do--- as per direction of E/l. |
| 18 | Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 |
| 19 | Centering and shuttering including strutting, propping etc and removal of form for Plinth beams |
| 20 | Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 |
| 21 | Centering and shuttering including strutting, propping etc and removal of form for Roofs |
| 22 | Providing 12 mm thick C.P (1:6) with clean coarse sand of F.M 1.5 ----do---do--- all complete job. |
| 23 | Providing 12 mm thick C.P (1:3) with clean coarse sand of F.M 1.5 ----do---do--- all complete job. |
| 24 | Providing 6mm thick cement plaster (1:4) in ceiling with clean of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 25 | Providing Tor steel reinforcement of 8mm, 10 mm and 12 mmmm dia bar as per approved design and drawing TMT Fe 500 (Only vaild for Tata (tiscon), Sail,JSPL, Electrosteel Steel Ltd. Bokaro and Viraz (RINL)all complete as per building specification and direction of E/I (5.5.4) |
| 26 | Supplying fitting and fixing 20 gauge G.C.I. Sheet (Door & Window) gate on M.S.angle frame of size 60*60*6mm, including cost of fabrication providing necessary locking arrangements worth haskel and domny duly fixed in C.C. (1:2:4) blocks of required size, |
| 27 | S/F M.S. grill made of 20 x 6mm M.S. flat as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/I. (Where materials is not supplied by the deptt.) |
| 28 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 29 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding, washing of floor and taxes all complete as per building specification and direction of E/l. |
| 30 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly specification and taxes all complete as per building specification and direction of E/l. |
| 31 | Providing all laying 6mm thick precast white glazed tiles in wall over 12mm cement slurry flush pointed with white cement including rubbing , polishing and cost of curing taxes and royalty all complete as per building specification and direction of E/I. |
| 32 | Carriage of materialsCement +steel |
| 33 | Chips |
| 34 | Brick |
| 35 | Wiring for light /fan point / exhause fan point / call bell point with 1.5 sq.mm FRPVC inlsulated copper conductor single core cable in surface / recessede conduit with paino type switch phenolic laminated sheet suitable size M.S box insulated copper conductor.Group - C |
| 36 | Wiring for light /power pluge with 2x4sq.mm FRPVC insulated copper conductor single core cable in surface / recessede PVC conduit along 1 No Sqmm FRPVC insulated copper conductor single core cable for loop earthing as required. |
| 37 | S/F following paino type switch /socket on the existing switch box/ cover including connection etc as req.a) 5/6 Amp switch |
| 38 | a) 3 pin 5/6 Amp Socket/ outlet |
| 39 | Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire |
| 40 | Providing and placing on terrace (at all floor levels polyethlene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank. of E/I. |
| 41 | Supply of G.I. pipes of Tata or any equivalent as per IS: 1239 all complete job as per direction of E/I.(i) 15mm dia |
| 42 | (ii) 20mm dia |
| 43 | (iii) 25mm dia |
| 44 | (iv) 32mm dia |
| 45 | (v) 40mm dia |
| 46 | Providing and fixing male ended 15mm dia brass bib cock of approved quality (Wt. not less than 350 gms.) with extra socket all compere as per specification and direction of E/I. |
| 47 | Providing and fixing brass/C.I. stop cock of approved quality all complete as per specification and direction of E/I.15 mm dia |
| 48 | Supplying fitting and fixing of G.I. fitting ............. all. Complete as per direction of E/I. (3.1.13)(A) Elbows.(a) 15mm dia |
| 49 | (b) 20mm dia |
| 50 | (c) 25mm dia |
| 51 | (d) 32mm dia |
| 52 | (b) Tee Plain.(a) 15mm dia |
| 53 | (b) 20mm dia |
| 54 | (c) 25mm dia |
| 55 | (d) 32mm dia |
| 56 | (c) Reducing Socket(b) 20mm dia |
| 57 | (c) 25mm dia |
| 58 | (d) 32mm dia |
| 59 | (d) Nipple.(b) 20mm dia |
| 60 | (c) 25mm dia |
| 61 | (d) 32mm dia |
| 62 | (e) Plugs.(a) 15mm dia |
| 63 | (b) 20mm dia |
| 64 | (c) 25mm dia |
| 65 | (d) 32mm dia |
| 66 | (f) Reducing Tee plain.(b) 20mm dia |
| 67 | (c) 25mm dia |
| 68 | (g) Union socket(a) 15mm dia |
| 69 | (b) 20mm dia |
| 70 | (c) 25mm dia |
| 71 | (h) Socket plain.(a) 15mm dia |
| 72 | (b) 20mm dia |
| 73 | (c) 25mm dia |
| 74 | (d) 32mm dia |
| 75 | cutting chnia or cornce for laving G ppes and restoring the same wit RCC(1:2:4) brick work in cement mortar (1:4) and cement Plaster (1:4 Taas per specification and direction of E/I. (3.1.17) |
| 76 | Making holes in walls for laving G.I. pipes and restorng the same after pipe llaving as per specification and direction of E/I. (3.1.18)(a) 125mm thick wall |
| 77 | Supplying fitting and fixing viterous white Rlazed earth ware I.W.C of parry Hindustan or any other I.S.S. approved makewith 100mm H.C.I.P Itrap15 litress. I. orcopull andlet go fushingdodo-all complete las per direction of E/I. (3.2.1)(A) 580mm long width 12.5 liters low C12.5 lit low level P.V.C. cisterns |
| 78 | Supplying fitting and fixing viterious white glazed earthan ware wash hand basin of parry or Hindustan or any lother I.S.S. aproved make supported ondo. all complete as per Idirection of E/I. (3.2.5) |
| 79 | Making Sonk-pit 2.5 m duameter 3.0 meter deep with 45 x 45 cm dry brck honey comb shaft with brick and S.W drain pipe 100 with comman burnt clay FPS (non modular) brck of class ldesignation 7.5 each all complete job. (DSR 19.32.1) |
| 80 | Add 18% G.S.T |
| 81 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
