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| 1 | Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 251 PWD SOR-2023-24) |
| 2 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR No. 4.1.8/2023) |
| 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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (Item No. 4.1.3 DSR-2023) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (Item No. 6.1.1 DSR 2023) |
| 5 | 12mm Thick cement plaster 1 cement : 4 Coarse sand (Item No. 13.4.1 DSR-2023) |
| 6 | RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR 2023 5.1.2) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (DSR 2023 5.22.1) |
| 8 | Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and including 1.50m lift and 30 m lead also including cartage of earth upto 8 kms, cost of earth if any, and royalty etc complete in all respect.(Analsis attached) |
| 9 | Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 251 PWD SOR-2023-24) |
| 10 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.(PSR) |
| 11 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR No. 4.1.8/2023) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (DSR 2023 5.22.1) |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Description Unit Quantity Rate (Item No. 5.33 DSR 2023) Please Enable Macros to View BoQ information |
