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| 1 | Earth work in excavation by manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. |
| 2 | All Kind of soil |
| 3 | Ordinary Rock |
| 4 | Hard Rock (R.B) |
| 5 | Dumping stone excluding cost of stones.in Horizontal on level |
| 6 | Dumping stone excluding cost of stones. on Slopes (Behind pitching) |
| 7 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | CEMENT PLASTER (IN FINE SAND)20 mm cement plaster1:4 (1 cement : 4 fine sand) |
| 9 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 10 | Providing and laying in position ready mixed plain cement concrete, using fly ashand cement content as per approved design mix and manufactured in fullyautomatic batching plant and transported to site of work in transit mixer for allleads, having continuous agitated mixer, manufactured as per mix design ofspecified grade for plain cement concrete work, including pumping of R.M.C.from transit mixer to site of laying and curing, excluding the cost of centering,shuttering and finishing, including cost of curing, admixtures in recommendedproportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as perdirection of the Engineer-in-charge.Note : (1) Excess/less cement used than specified in this item is payable/recoverable separately.(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as partreplacement of OPC as per IS : 456. Uniform blending with cement is to beensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items ofBMC and RMC.All works upto plinth level:Concrete of M20 grade with minimum cement content of 270 kg /cum |
| 11 | Providing and laying in position machine batched and machine mixed design mixM-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site oflaying but excluding the cost of centering, shuttering, finishing andreinforcement, including admixtures in recommended proportions as per IS: 9103to accelerate, retard setting of concrete, improve workability without impairingstrength and durability as per direction of Engineer-in-charge. (Note :- Cementcontent considered in this item is @ 330 kg/cum. Excess/ less cement used as perdesign mix is payable/recoverable separately). |
| 12 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All workup to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Cement concrete flooring 1:2:4. 40mm thick with 20mm nominal size stone aggregate |
| 14 | Curing canal lining for 28 days in beds |
| 15 | slip ClearanceIn soils; mixed with Decomposed Rocks; by blasting or any other means |
| 16 | Centering and shuttering including strutting, propping etc. and removal of formwork for :Foundations, footings, bases for columns |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 19 | Providing and fixing MS Sluice gates in position as per detailed drawings and specifications including cost of all materials , labours, operating pedestal, connecting rod, painting with 3 coats of anti-corrosive paint etc.complete as directed by engineer incharge |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 21 | Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia ofwire 0.63 mm complete job as per the direction of site engineer |
| 22 | Carriage of material from source to site of work including loading unloading and stacking etc complete |
| 23 | Sand stone aggregate by an avg lead of 20 Km by MT and 600 Mtr by Heaload |
| 24 | Cement by an avg lead of 12 Km by MT and 600 Mtr by Heaload |
| 25 | Steel by an avg lead of 12 Km by MT and 600 Mtr by Heaload |
| 26 | Stone by an avg lead of 1 Km by MT and 500 Mtr by Heaload |
| 27 | Operation and maintainance cost The O&M shall includeDesilting of canal and cleaning of debries / removal of mulba of canal / khul bed, banks, and structures.Maintaining designed section and discharge .Repair of beaches, cracks, leakages, and erosionMaintenance and operation of headwork, outlets, falls, etc.Regulation and equitable distribution of water.Removal of snow/ ice/ blockages (as applicable)Protection of weak reaches and minor protection worksImmediate restoration in case of damage or blockage Deployement of manpower , tools , and equipmentMaintenance of records and reporting. |
| 28 | 1st Year |
| 29 | 2nd Year |
| 30 | 3rd Year Please Enable Macros to View BoQ information |