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| 1 | Labour for cleaning the work site before and after work etc. |
| 2 | Clearing and grubbing road land including uprooting rank vegetation ,grass, bushes,shrubs,sapling and tress girth upto 300 mm , removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned and disposal of top organic soil soil not exceeding 150 mm in thickness. |
| 3 | Dewatering pump 10 HP (Add 10.00% on basic rate for CP) |
| 4 | E/W in excavation and filing in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 mm but upto 1000 mm and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I |
| 5 | Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. |
| 6 | 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 minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire 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.) |
| 7 | Supplying and laying 300 mm 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 till growth of the grass all complete as per specification and direction of E/I. |
| 8 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other source free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I, Lead beyond 2 km but up to 3 km. |
| 9 | Extra for earth work in marshy, slushy and daldal soil(vide classification of soil item-F) all complete as per specification and direction of E/I. |
| 10 | Earth work 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. |
| 11 | 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. |
| 12 | Earthwork 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 foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 13 | FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting 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) |
| 14 | 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 1.5 M lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 16 | Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 17 | Providing rough dressed course stone masonry in cement mortar (1:6) in foundation and plinth with hammer dressed stone of less than0 .03 M³ in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening ,raking out joints to 20mm depth,curing , taxes and royalty all complete , as per specification and direction of E/I. |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: |
| 19 | Kota stone slab flooring over 20 mm (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 (1 cement : 4 coarse sand) |
| 20 | Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab |
| 21 | Sand filling in foundation trenches as per drawing and technical specification. |
| 22 | Providing random rubble stone masonry in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0 .03 M³ in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per specification and direction of E/I. |
| 23 | Providing random rubble stone masonry in cement mortar (1:4) in superstructure - do - including cost of screening of materials, scaffolding, raking out joints to 20 mm depth - do - |
| 24 | Providing weep holes in Brick Masonary/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specifications. |
| 25 | Labour for site clearance before and after work etc |
| 26 | By Mix in Place Method (Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)ii) for grade II material |
| 27 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over bed as per relevant IRC code, filling the joints with fine sand etc. all complete as per the direction of Engineer-In- Charge. |
| 28 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-15 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone,kerb stone laid with kerb laying machine,foundation concrete laid manually,all complete as per clause 409.i) PCC M20 for kerb base |
| 29 | Earthwork (Upto 1 Km) |
| 30 | Local Sand (Upto 16 Km) |
| 31 | Sand ( Upto 47 Km) |
| 32 | Chips ( Upto 20 Km) |
| 33 | Boulder (Upto 34 Km) |
| 34 | Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe 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 finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable 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) |
| 35 | Supply 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 |
| 36 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165cm. 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 180-195cm. 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 menure 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.) Public Park (2.00 Acres = one mali) As per yard stick. |
| 39 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalentof green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) inwidth of 60 cm. with bamboo of 90 cm. length. The bamboo should bepainted with green colour paint of approved brand and manufacture (two ormore coats) and fixed 30 cm. below ground level and 60 cm. above groundlevel at a distance of 1.50 mtrs. The net and bamboo should be binded with2 mm. G.I. Wire at three places properly as per direction ofEngineer-in-charge. |
| 40 | Good & Service Tax (GST) |
| 41 | Labour Cess Please Enable Macros to View BoQ information |
