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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ 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 of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. DSR 2023- 2.6 |
| 2 | 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 upto 50 m and lift upto 1.5 m. |
| 3 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing localmaterial spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.. |
| 4 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 6 | 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) : 8 graded stone aggregate 40 mm nominal |
| 7 | 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) : 4 graded stone aggregate 20 mm nominal size) DSR- 4.1.3 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 10 | Steel 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. |
| 11 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 |
| 12 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture..Rate section of dsr 2023 as per Si.No. 13.48.3 |
| 13 | Plastering with cement mortar (1:4) 12mm thick on Brick work in substructure as per technical specification.Rate section of DSR-2018 CPWD as per Si.No. 13.1.1 |
| 14 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal sizespreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. 22.1.1 Using rough kota stone. |
| 15 | Rain Water Harvesting with Precast Pond RWH Filter as per Toza drawing 4 nos & Bore Well Drilling |
| 16 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A Point 717 DSR-1.10.1 |
| 17 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 18 | Supply and fixing of PVC size 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre DSR-1.14.2 |
| 19 | Supply and fixing of PVC size 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter DSR-1.14.3 |
| 20 | Suppply and fixing folonwin modular switch,socket on the exisint codular plate nad switch box including swich DSR 1.24.1 |
| 21 | Supply and fixing of follwing way, single pole and neutral sheet steel mcb distrubution board 240v |
| 22 | Providing and fixig chlorinated polyvinyl chloreid pies, having thermal stability for hot and cold water suppy including all cpvc plain and brass theraded fittings incuding fixin of piee with 1.mm mm |
| 23 | 25mm nomical oter dia pies DSR 18.7.4 |
| 24 | 15mm nominal outer ida piies DSR 18.7.1 |
| 25 | Tree Gard |
| 26 | Fish seed |
| 27 | D-Watering from talab as par market |
| 28 | Cement Bench as par market |
| 29 | Single bond |
| 30 | Open Gym equipments |
| 31 | LED Stret light Please Enable Macros to View BoQ information |
