|
| 1 | compound wall |
| 2 | OD546775/2025-2026:Demolishing laterate work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as perdirection of Engineer-in-charge.In cement mortar(modified OD of DAR15.7.4) |
| 3 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 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 soil |
| 4 | OD68774/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (modified OD of 60.7.1) |
| 5 | OD49287/2026-2027:DR with departmental rubble-Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per dierection of departmental officers at site |
| 6 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 8 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 9 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. |
| 11 | OD546774/2025-2026:Laterate masonry with departmental stone neatly dressed laterate stone of size of 40*20*15 cm nearest size in cement mortar 1.6 for super structure above plinth level including all cost of materials,labour charges etc |
| 12 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 13 | 13.28.3:12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band |
| 14 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 15 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 16 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 17 | OD49218/2026-2027:LATERITE STONE SLICED CLADDING Providing and fixing dry cladding 10 metreheights with 20 mm thick gang saw cut stone with (machine cut edges) of uniform colour andsize upto 30mx15CM, fixing to existing plastered wall surface and sealing the joints withapproved weather sealant asper Architectural drawing and direction of Engineer-in-Charge. Laterite stone (MODIFIEDDATA 7.40.1 |
| 18 | OD50227/2026-2027:Applying two coat of clear coat on laterite cldding surface and including all cost and conveyance of all materials and labour charges etc complete Please Enable Macros to View BoQ information |
