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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:Ordinary rock. |
| 3 | Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work |
| 4 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V level |
| 6 | Supply of stones( nallah 225mm nominal size) |
| 7 | Dumping of stones |
| 8 | Centering and shuttering including strutting, propping etc. And removal of form work for.Foundation, footing, bases of columns etc. For mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 11 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 12 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 13 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre(weep hole ) |
| 14 | Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars) |
| 15 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 16 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.40mm thick with 20 mm nominal size stone aggregate. |
| 17 | Nallah diversion |
| 18 | Supply,assembly including welding fixing in vertical position ERW(Electrical resistence welded Fe 410 mild steel bevelled ended 200mmdia MS casing pipe (Complete Job) |
| 19 | .Carriage of cement and steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 45Km and 500 m H/L |
| 20 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 45Km And 500m H/L |
| 21 | .Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 45Km and 500m H/L |
| 22 | .Carriage of stone aggregate (Crushed) above 40mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 45Km and 500m H/L |
| 23 | Carriage of Soling stone/ boulders by head load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 500mtr |
| 24 | .Carriage of Brick by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 45 Km and 500m Head Load Please Enable Macros to View BoQ information |
