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| 1 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete |
| 2 | OD151176/2025-2026:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible |
| 3 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 7 | 11.20.2:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Medium shade pigment using 50% white cement 50 % Grey cement |
| 8 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 9 | 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 |
| 10 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 11 | OD151174/2025-2026:Extra for additional depth up to 2 nd depth |
| 12 | OD151170/2025-2026:SUPPLYING RCC RING 1.50 M DIA |
| 13 | OD151173/2025-2026:Supplying Stone screening 6 mm nominal size (Type B) |
| 14 | OD151169/2025-2026:Supplying and Fixing Name Board of Size 75 x 60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc.complete as per the direction of dept officers at site. |
| 15 | OD308536/2025-2026:Supplying and fixing 1.5 HP submersible pump set of approved brand with all accessories including all labor and material including starter as per direction of engineers at site |
| 16 | FILLING |
| 17 | OD151234/2025-2026:Construction of granular sub-base by providing graded material, spreading in uniform layerswith a motor grader on a prepared surface, mixing by mix in-place method with rotavator atOMC, and compacting with a vibratory roller to achieve the desired density, complete as perclause 401. Grading-III -For lower sub-base - Mix in Place Method Please Enable Macros to View BoQ information |
