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| 1 | 1.Maintenance of various public toilet at chandranagar. |
| 2 | Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead. |
| 3 | Demolishing cement concrete 1 : 3 : 6 or richer mix including disposal off material within 50 metres lead. |
| 4 | Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 m lead. |
| 5 | Dismantling doors, windows and clerestory windows (steel or wood) shutters including chowkhats, architrave, hold fasts etc complete and stcking within 50 m lead. |
| 6 | a) Of area 3 Sq.m. and below |
| 7 | Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete: |
| 8 | b) Medium shade using approximately 50% white cement and 50% ordinary cement |
| 9 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. |
| 10 | a) Concealed work, including cutting chases and making good the walls etc |
| 11 | ii) 20 mm nominal outer dia Pipes |
| 12 | iv) 32 mm nominal outer dia Pipes |
| 13 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 14 | a) Long Pan patten WC Pan |
| 15 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 16 | a) One urinal basin with 5 Litres CI automatic flushing cistern |
| 17 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 18 | a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 19 | WC / Bathroom and other Door frames:- Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge |
| 20 | Providing and fixing to existing door frames.a) WC and Bathroom Door Shutter:- 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as permanufacturer's specification and direction of Engineer-in-charge. (For WC and bathroom door shutter). |
| 21 | Providing Sintex over head water Tank 2000 Litres |
| 22 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into sides of plinth, sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 23 | Providing and laying cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in (a) Foundations and plinth |
| 24 | Reinforced cement concrete in wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1:3 ( 1 cement :3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : (a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 25 | ( b ) Suspended floors,roofs,landings,shelves and their supports,balconies and chajjas(3.5 m height) |
| 26 | (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 27 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 28 | Reinforcement of RCC work including bending, binding and placing in position complete (a)mild steel |
| 29 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 30 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement (a) 40 mm thick. |
| 31 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
| 32 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 33 | Cost of Haulage of Materials by tipper excluding Loading and unloading and Stacking on hill Roads Lead 36 from banderdewa As per T.C (i). Surface Road |
| 34 | Cost of Loading and unloading of Cement, Steel and bricks by manual means and staking for hill roads. |
| 35 | Cost of Loading and unloading of Sand , Shingles etc. by manual means and staking for hill roads. |
| 36 | Cost of Haulage of Materials by tipper excluding Loanding and unloading and Stacking on hill Roads Lead 139 Km As per T.C (i).surface Road (1) Sand (2)Shingles |
| 37 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). |
| 38 | a) CP Bras |
| 39 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). |
| 40 | a) 750X20 mm Dia |
| 41 | Providing and fixing brass bib cock of approved quality. |
| 42 | Providing and fixing brass stop cock of approved quality. |
| 43 | Providing and fixing PVC connection pipe with brass union. |
| 44 | 15mm nominal bore |
| 45 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass complete with 6 mm thick asbestos sheet ground |
| 46 | Providing and fixing sand cast iron/cast iron (spun) soil, waste and vent pipes . |
| 47 | a).100 mm dia |
| 48 | b). 75 mm dia |
| 49 | Wiring |
| 50 | 6mm wire 1 coil |
| 51 | switch board |
| 52 | holder |
| 53 | 2.5 mm copper wire |
| 54 | casing |
| 55 | 3 pin combined ss board |
| 56 | switch |
| 57 | cable clip |
| 58 | socket |
| 59 | elbow |
| 60 | eternal bend |
| 61 | coupling |
| 62 | 2. Cleaning of roads,Drains,and public places at Chandranagar,Itanagar. |
| 63 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 64 | 3. C/o Flood control work near opposite OM Ghat Chandranagar,Itanagar. |
| 65 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 66 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 67 | Centring and shuttering including strutting, propping etc and removal of form work for |
| 68 | a) Foundation, footings, bases of columns etc. and mass concrete |
| 69 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS: 280 & IS:4826 in 100 mm x100 mm mesh(weaved diagonally)including10%extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) Please Enable Macros to View BoQ information |
