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| 1 | Earth work in excavation by mechanical means (Hydraulicexcavator)/manualmeansinfoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soils |
| 2 | Fillingavailableexcavatedearth(excludingrock)in trenches, plinth, sides of foundations etc. in layers not exceeding20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Providingandlayinginpositioncementconcreteof specifiedgradeexcludingthecostofcenteringand shuttering - All work up to plinth level :1:4:8(1cement:4coarsesand(zone-III)derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Providingandlayinginpositionspecifiedgradeof reinforcedcementconcrete,excludingthecostof centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived fromnaturalsources :3gradedstoneaggregate20 mm nominal size de rived from natural sources) |
| 5 | Reinforced cement concrete work in walls (any thickness),includingattachedpilasters,buttresses, plinth andstringcourses, fillets, columns, pillars, piers,abutments,postsandstrutsetc.aboveplinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnaturalsources :3gradedstoneaggregate20 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations,footings, basesof columns, etc.for mass concrete |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls attached Pillars, Piers, Buttresses,Abutments, Posts and Strutsand sting courses |
| 8 | SteelreinforcementforR.C.C.workincluding straightening, cutting, bending, placing in position and binding all complete upto plinth level.TMT FE 500 in foundation and wall |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Steelwork welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applyingaprimingcoatofapprovedsteelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 11 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 12 | Colour washing with lime |
| 13 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and cornerpost shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven with horizontalwires, of barbed wire weighing 9.38 kg per 100 m (minimum), between thetwo posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Costof posts, struts, earth work and concrete work to be paid for separately).Payment to be made per metre cost of total length of barbed wire used.16.18.1 With G.I. barbed wire metre 22.10 |
