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| 1 | Earthworkinembankmentmechanicallycompactedto 95%proctordensityinordinarysoilexcavationtobe done in form of regular pits not exceeding ½ M in depth andearthworktobedonein20cm.layersincluding ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge includingsupplyofrollerandwaterrequiredforproper completion of work as per MOST specification No.301.2.1 Including roytalty with 5Km Carted. |
| 2 | Sand filling in plinth excluding supplyof necessary quantity or sand from a distance not exceeding 8 Km. (5 miles)fromthesiteofworkandincludingwatering dressingetc.ratetoincludecostofallmaterial,labour and T&P etc. required for proper completion of the work. (Excluding material Labour rate only) SI No255 |
| 3 | Extra for Cartage of 10 km |
| 4 | Providing and laying cement concrete in 1:4:8 (1 cement: 4 coarse sand: 8 Stone Ballast 40 mm gauge) and curing completeincludingcostofformworkinfoundationand floors. (S.I. No.. 281) |
| 5 | Class-150 brick in 1:4 Cement and coarse sand of 1.25 FMmortar in foundation and plinth including supply of all materials,labourandtoolsandplants,etc.requiredfor proper completion of the work. (S.I. No. 307) |
| 6 | 12mmthickcementplasterwithcementmortorin proportion of 1:3cement & coarse sand of single coat for interior plastering upto floor two level including internalroundedangleschemfersandroundedangles not exceeding in grith adn finished even and Stooth. (S.I. No. 13.9) |
| 7 | 2.50cmthick1:2:4plaincementconcretefloorwith cement, aproved coare sand and 2 cm graded approved stonelaidinpanelsfinishedwith3 mmflooring coatof neatcementorcementandmarbledustin5:1as specifiedover&including8cmthickbaseconcrete consisting ofcement,localsand and brickballast4cm gauge in the proportion of 1:4:8 and removing any over lappignmortaratthejointsofpanelsifanyandgiving themauniformfinishincludingsupplyofallmaterials, labour and T&P etc. required for proper comletion of the work. SI No601 |
| 8 | S/FChequerredprecastcementconcretetiles22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shadeof tiles, including rubbing and cleaning etc. complete,on 20 mmthickbed ofcementmortar1:4 (1 cement:4coarsesand).includingpreparationof 50mm thick basewithconcrete1:4:8 Cement, Coarsesandand40mmB/BcompleteasperE/ISI No11.20.1 |
| 9 | Providing and fixing of vendor Kiosk of size 3600 mm x 3600mmx3000mmmadeUsingMSStealFrame of appropriate size fixing of WPC/HPL/Fundermax sheat as perdesignalldoorandwindowinUPVSofapproved brand ,electrical work ,kitchen shelve using metal frame andstoneSlab,fan,lightandcreative frontallcomlete |
| 10 | R;C;C work with cement approved coarse Sand and 2 cm gauge approved Stone ballast in the proportion of1:2:4 in Raft foundationin footingexcluding supply of reinfocementanditsbindingbutincludingitsfixingand bindingthesamewith24B,W,G,G,ivindingwireand including necessary crentering shutteringetc.andalso incluing supply of all material lavour and t& p etc but for Slab (S.I. No. 288) |
| 11 | M.SorIronworkinplainworksuchasreinforced concreteorR.B.workreinforcementinsub-structure complete as per drawing and Technical Specifications Si no 504 |
| 12 | Add 18% GST |
