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| 1 | Labour for site clearance and scrapping old paint etc. all complete job. |
| 2 | Earth 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 3 | Earth work in excavation in foundation trenches in hard soil (vide classification of soil item - A+B) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 4 | 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) |
| 5 | Supply of fine agreegate/stone dust all complete job. |
| 6 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 7 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in 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 compacted volume) |
| 8 | Providing randam rubble stone masonry in CM (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 building specification and direction of E/I. |
| 9 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 11 | 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) |
| 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Providing randam rubble stone masonry in CM (1:6) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 14 | Clearing and Grubbing Road Land (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 sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.)By Manual means (In area of light jungle) |
| 15 | Dewatering by 10 HP Diesel Pump |
| 16 | Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) and rennovation of pynes etc disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10M and lift of 1.5M as per specification and direction of E/I. |
| 17 | E/W in excavation and filling 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 m but upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. |
| 18 | Trimming and dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. |
| 19 | 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 proper camber, grade super elevation including hire charge of compaction machine, and other tools and plants etc all complete as per direction of E/I.(Pond side edge on which boulder pitching & rip-rap to be done) |
| 20 | E/W in Excavation of cut-off trenches by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles & boulders upto 300 mm size and disposal of the same beyond 1/2 km upto 1 km from centre of the trench with all lifts by tipper including construction & maintenance of haul road all complete as per specification and direction of E/I. |
| 21 | Supplying and laying sand filter blanketing in horizontal portion of the dam as per design and 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. |
| 22 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 23 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 24 | Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, hoisting carriage of grill to work site hoisting as per building specification and direction of E/I. |
| 25 | 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) : 25 mm thick |
| 26 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 27 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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, all complete as per manufacturer's specifications & direction of Engineerin-Charge.80mm thick Cement concrete paver block of M-30 grade |
| 28 | Providing 25mm cement plaster (1:4) with clean coarse sand of F.M 1.5 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. |
| 29 | Providing weep holes in Brick masonry/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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 30 | 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) |
| 31 | Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 32 | 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. |
| 33 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 34 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)Hedge Plant / Ground cover |
| 35 | R.C.C. Bench |
| 36 | Big Rabbit Dustbin |
| 37 | Carriage of materials by diesel truck including loading at source, unloading at work site and stacking properly, labour etc. all complete as per direction of E/I.Cement |
| 38 | Stone Chips |
| 39 | Boulder |
| 40 | Stone Dust |
| 41 | Steel Circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level. |
| 42 | 1 M Single Arm suitable for 70 mm top |
| 43 | Wiring for sub main wiring with the following size of PVC insulated copper conductor single core cable in surface/recessed PVC conduit etc. as required with taxes all complete as per approved design, drawing and electrical specification and direction of E/I.2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire |
| 44 | Supplying, fitting and fixing of following size piano type switch and socket on the existing switch box/cover including taxes all complete as per approved design, drawing and electrical specification and direction of E/I.5/6 amp switch |
| 45 | SITC of following rating Led Street Lighting Luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270 V AC, 50 Hz. Luminarie shall be confirm to IS:10322 Part-5/Section-3 and shall be complete with all necessary accessories as required.60 watt LED Street Light |
| 46 | Supply of 4 C x 16 sq.mm Aluminium Armoured XLPE Cable |
| 47 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Agregate 40mm Nominal Size) in foundation including excavation and refilling etc. as required.Above 4.5 Metre and upto 6.5 Metre |
| 48 | Goods & Services Tax (G.S.T.) - 18% |
| 49 | Labour Cess - 1% Please Enable Macros to View BoQ information |
