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| 1 | Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means |
| 2 | for Dewatering pump 10H.P water area x depth/8.3m3/hour(basic rate + 10% C.P + 5% O.H.C) |
| 3 | 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 and 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. |
| 4 | 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.30% if item no. 3 |
| 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 | 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. |
| 8 | Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I. |
| 9 | 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 fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 10 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 11 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 12 | Providing 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, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), 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 Engineer-in-charge).. |
| 13 | XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1) |
| 14 | 2c x 10 sq mm |
| 15 | 2c x 6 sq mm |
| 16 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required2x1.5 sq mm+1x1.5 sq mm earth wireCable Laying of 1.1KV & 11 KV:- |
| 17 | Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.on every 10M distance along pond edge (pond edge length=910M) |
| 18 | S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast and toughened glass cover (IP 66 protection) in existing pole/pipe for pply voltage'1.00-270Y AC,50Hz. Luninarie shall be confirm to IS: 10322 part section-3 and sha-ll be complete with all neccssary accessories as required |
| 19 | 30W LED Street light |
| 20 | S.I..T.C of following rating approved make LED Bollard fitting with shape of height 600 to 850mm power input-8/9watt with die cast aluminium housing opel wtth PC diffuser, lP:65/54 protectiory conferming to IS:10322 part 5 etc all complete as required. (excluding plinth charge) |
| 21 | 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. |
| 22 | FILLING IN FOUNDATION TRENCHES AND PLINTH in layersnot 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 ofmeasurement compacted volume) Compacted Earth Filling (Base of Steps) |
| 23 | 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. |
| 24 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 25 | Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weephole.75 MM RAIN DIAMETER |
| 26 | 3\\" WEEP HOLE @ 3'-3\\" C/C |
| 27 | 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) 25MM Thick |
| 28 | Carriage of materials |
| 29 | Boulder-15Km |
| 30 | Sand-10 Km |
| 31 | Chips-22 Km |
| 32 | Add 18 % GST (in Basic Rate must fill 12) |
| 33 | Add 1% Labour Cess (in Basic Rate must fill 1) Please Enable Macros to View BoQ information |
