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| 1 | Survey, Demarcation, Cleaning of bushes, Uprooting of ipomia and cutting of trees from the campus for alignment etc. complete. |
| 2 | Earth work excavation of foundation in Hard Soil within initial lead and lift etc. complete. |
| 3 | Filling Foundation and plinth with well graded sand including watering and ramming |
| 4 | C.C. (1:4:8) with 40mm size crusher broken granite metal in F&P etc. all complete. |
| 5 | Rigid & smooth centering and shuttering in foundation etc. all complete.(a) Column upto Plinth |
| 6 | (b) Column in Super Structure |
| 7 | M -20 grade R.C.C. using 20mm&down graded chips crusher broken Column base, Column & Plinth Band |
| 8 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification |
| 9 | Fly Ash Brick work having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:6) in F & P. |
| 10 | Fly Ash Brick work having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:6) in superstructure in ground floor |
| 11 | 15 Cm deep brick coping 23cm to 25cm thick walls including plastering (1:4) complete. |
| 12 | Providing 12 mm thick C.P. (1:6) on brick wall |
| 13 | Providing Cement washing 2 coats etc. Complete. |
| 14 | Finishing walls with water proofing cement paint of approved shade on new work 2 coats to give an even shade including cost of brushes and putty including cost of paint. |
| 15 | Iron work wrought and put up in grated doors,windows and cage latrines of Hollow GI Pipes |
| 16 | Priming one coat with any approved red oxide over steel work Data for 9.30sq.m |
| 17 | Painting 2coats with any approved iron paint on new iron work |
| 18 | Labourfordrillingaperfectlyverticalboreholeofspecifieddiaforaspecifieddepthbelowgroundlevelthroughconsolidatedandunconsolidatedrockwithdowntheholehammerdrillingrigsor combinationdrilling rigs (650cfm/ 200psi) as required tosuit thesiteconditionasper thedirectionofEngineer-in-charge includinguseofownrigswithitsaccessories,toolsandplantandconsumablesetcforloweringof125mmdiaPVC/GIpipesforhousingfittedwithsocketandwith orwithoutwell screenasper thenecessityforsoft,medium,hardandboulder formation(GI/PVCcasingpipes if required toprevent collapseof over burden is tobeprovidedby thecontractor including lowering and withdrawing after completion of the tube well) from 00m to 60m |
| 19 | Cost of 125mm dia PVC plastic Pipes Schedule -80 as per ASTM -D-1785/2004. of reputed malke specification. Manufacturer name should prominently be marked with CIPET cerficate in body of pipe in indeliable ink stenciled to the satisfaction of Engineer-in-charge. |
| 20 | Cost of lowering of casing pipe (200mm dia PVC pipe) |
| 21 | Cleaning and developing the bore well using their own compressor continuousely worked till clear and adequate discharge ois obtained from the well including supply and use of all necessary equipments and labour as per the direction of enginbeer-in-charge. |
| 22 | cost of 1.5 hp submersible pump 18 stage of any approved make ISI marked |
| 23 | Cost of HDPE column pipe( 32mm, Schedule-80) |
| 24 | Cost of submersible cable (2.5 sq.mm.) of ISI marked |
| 25 | Accessories of pump fitting (reducer, nipple, short piece, bore cover etc) upto overhead tank. |
| 26 | Staineless steel wire rope for suspending the pump |
| 27 | Cost of control panel of approved make for 1.5HP Submesrsible Pump |
| 28 | Installation charges for pumpset, control panel and accessories. |
| 29 | Transportation of all PVC pipes, Pump, accessories and fittings. |
| 30 | Earth Work/ Excavation in Hard Soil for Foundation Work within initial lead and lift |
| 31 | Filling Foundation and Plinth with sand including watering and ramming |
| 32 | Cement Concrete(1:4:8) using 4cm. Size H.G.Metals in foundation and Plinth |
| 33 | Cement concrete(1:2:4) with 12mm hard granite chips(crusher broken) |
| 34 | Filling Foundation and Plinth with Excavated Materials |
| 35 | Filling bitumen and cement and jute fibre in expansion joints inclusive of cost of materials, bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm depth. Please Enable Macros to View BoQ information |
