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| 1 | Labour for cleaning the work site before and after work etc. |
| 2 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters columns, piers, abutments, struts, buttreses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floors etc, up to floor five level, excluding the cost of centering, shuttering and finishing1:2:4 (1 Cement: 2 coarse Sand(zone III) : 4 graded stone aggregate 20mm nominal size) |
| 3 | Cleaning and grubbing road landCleaning and grubbing road land including uprooting rank vegetation, grass, brushes, shrubs, saplings and trees girth upto 300m, removal of stumps of free cut earlier and disposal of unservicieable materials and stacking of serviceable material to be used of auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness (ii) by manual means |
| 4 | Earthwork in bed clearance or desilting of canal having F.S. discharge between 8.5 cumecs(300 cusecs) and 0.14 cumecs (5 cusecs) and renovation of pynes etc disposal of excavated earth etc in ordinary soil including rough dressing with initial lead of 10M and lift of 1.5M specification and direction of E/I (specification revised vide T.E.C letter no 63 dated 07.10.94) |
| 5 | Extra for wet earth all complete as per specification and direction of E/I |
| 6 | Earthwork in excavation of canals having dicharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of item-A) including clod breaking, having earth in 225 mm layer and rough dressing of soil with initial lead of 10M and lift of 1.5M all complete as per approved design specification and direction of E/I. |
| 7 | Trimming and dressing the side slope of dam proper section with all leads and lifts as per drawing, specification and direction of E/I |
| 8 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve a minimum 95% of maximum dry density including sprinkling the required density of water making arrangement for supply and and carriage of water with all leads and lifts finishing the surface with proper camber, grade super elevation including hire charge of compaction machine, and other tools and charge of compaction machine and other tools and plants etc all complete as per direction of E/I (Mode of measurement sectional measurement of compacted earth) |
| 9 | Supplying and laying 300mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km lead including watering and ramming with growth of the grass all complete as per specification and direction of E/I |
| 10 | Earthwork in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil-do-with initial lead of 15M and lift of 1.5M -do-do-as per specification and direction of E/I (Mode of measurement sectional measurement shall be of compacted earth) |
| 11 | Earthwork in filling in foundation trenches and back filling of structure-do-with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I |
| 12 | Earth work in cut off trenches by hydraulic M/C in grade A & B type of soil including morrum soil, soil mixed with kankar, pebbles and boulder upto 300 mm size and disposal of the same beyond 1/2 upto 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I |
| 13 | Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing with watering, compaction including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I |
| 14 | Supplying and laying boulder in rock toe, heel trenches of the dam as per design, drawings including the cost of material royality and all taxes but excluding the cost of carriage all complete as per specification and direction of E/I |
| 15 | Supplying and laying properly as per design and drawings rip-rap with good quality of boulders duly packed including the cost of material, royality all taxes etc but excluding the cost of carriage all complete as per specificartion nad direction of E/I |
| 16 | Providing of weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall all complete as per specification and drawing of E/I |
| 17 | Bricks=8km |
| 18 | Stone Boulder=36km |
| 19 | Coarse Sand=13km |
| 20 | Stone Chips=22km |
| 21 | RCC Hume Pipe(KM) |
| 22 | Providng and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line level and curvature, joined with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C kerb stone shall be approved by Enginner-in-charge) |
| 23 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads ad lifts including cost of all materials, labour royality taxes all complete as per specification and direction of E/I (Mode of measurement compacted volume) |
| 24 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or traffic parking etc, of required strength thickness & size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand as per direction of Engineer-in-Charge60 mm thick cement concrete paver block of M-35 grade with approved colour, design and pattern |
| 25 | 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 within a lead of 50 M and lift of 1.5 M all compete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 26 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 27 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 28 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 29 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment)2.4.3 Screened through sieve of I.S. designation 4.75 mm |
| 30 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 31 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of Officer-in-charge (cost of sludge, dump manure and/or good earth to be paid separately). |
| 32 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 33 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%:one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 34 | Supplying and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 35 | Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 36 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165 cm, in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 37 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 38 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing, weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by Office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel, other T & P material/articles shall be provided by the contractor.) Open spaces (1 Mali 3.00 Acre) |
| 39 | MS strip CAST iron BENCH |
| 40 | Dolphin/Other FRP Dolphin |
| 41 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soll item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation trenches, removing roots of trees, shrubs all compiete as per approved design, building specification and direction of E/I |
| 42 | 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 within a lead of 50 M and lift of 1.5 M all compete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 43 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement complacted volume) |
| 44 | Providing and laying position concrete cement of specified grade excluding the cost of centering and shuttering- All work upto plinth level :1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20mm nominal size) |
| 45 | Centring and shuttering including strutting, propping etc and removal of form for |
| 46 | Solar light with all accessories |
| 47 | Earthwork in excavation by mechanical means (Hydraulic excavator/manual means in foundation trenches or drains (not exceeding 1.3m in width of 10 sq m on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 48 | Centering and shuttering including strutting, propping etc. And removal of form forSuspended floors, roofs, landings, balconies and access platformRecharge pit Lid |
| 49 | Reinforced cement concrete work in beam, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floors five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:15:3 (1 cernent: 1.5 coarse sand (zone III): 3 graded stone aggregate 20 mm normal size). |
| 50 | Providing designation 75 A brick work in C.M. ( 1 : 3 ) in foundation and plinth with approved quality of coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction if E/IRecharge pit wall |
| 51 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS : 12818, including hire & labour charges, fittings & accessories etc, all complete, for all depths, as per direction of Engineer-in-charge150 mm nominal dia |
| 52 | Supplying , filling spreading & leveling stone boulders of size range 5cm to 20 cm, in charge pit in the required thickness, for all leads and lifts, all complete as per direction of Engineer -in-charge |
| 53 | Supplying, filling, spreading & leveling stone boulders of size of range 5 cm to 20 cm in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge |
| 54 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge |
| 55 | Earthwork in excavation of laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/1(1) For Classification of soil item-B |
| 56 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lift including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/L without carriage cost (Mode of measurment compacted volume) |
| 57 | Earthwork in back filling and trench after laying different types and sizes of RCC spun pipes with earth removed during excavation within initial lead and as per specification and direction of E/I |
| 58 | Supply of NP3 R.C.C. hume pipe as per 1.5.5. 458-1971 |
| 59 | Labour for laying, fitting and fixing NP3 hume pipe in line, levels and grade and providing approved jointing materials and joint properly filled to make them leak proof, all complete as per specification and direction of E/I |
| 60 | Sub-Estimate: Annual Repair and Maitenance for Five Years |
| 61 | Good & Service Tax (GST) |
| 62 | Labour Cess Please Enable Macros to View BoQ information |
