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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil |
| 2 | Extra for every additional lift of 1.5 m or part there of in excavation/banking excavated or stacked material : All kinds of soil |
| 3 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 4 | Surface dressing of excavated slopes,trenches, sides of foundations etc and bed including leveling in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering asper the EIC directions. |
| 5 | Supplying and laying of stone soling hand packed tightly including ramming, watering and carriages complete. |
| 6 | Concrete work. Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering. All work up to all levels.1:4:8 (1Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) Crushed |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement all work up to all levels. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed |
| 8 | Steel WorkReinforcement for RCC works including straightening, cutting, bending placing in position and binding all complete up to all floors. Thermo mechanically heated bars. |
| 9 | Form work.Centering and shuttering including strutting propping etc. removal of form work in Foundation footings basis of columns etc. for mass concrete. |
| 10 | Brick work.Brick work with FPS bricks of class designation 75 upt to plinth level.In cement mortar 1cement: 6 fine sand mortar |
| 11 | 12mm thick cement plaster on half brick / concrete wall of mix 1:6 (1cement: 6 coarse sand) |
| 12 | Providing and laying water proofing treatment by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with with water proofing cement compound @ 0.253kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm . This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes reparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 13 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conforming to IS: 15801, UV stabilized and anti microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain Polypropylene random fittings, (including necessary PPR reducers) etc. This includes testing of joints complete as per direction of Engineer incharge. Internal work Concealed fixing the pipe etc. (Sample to be approved by the EIC) External work including trenching, refilling etc. PN-16 pipe , 50mm OD |
| 14 | Providing and fixing of PVC pipe (Type \\"B\\") in proper gradient in excavated trenches including jointing and refilling the excavated material complete including cost of excavation. (Sample to be approved by EIC)100mm dia. Pipe (Including necessary fittings) |
| 15 | Providing and fixing PPR ball valves (Sample to be approved by EIC)for 40mm dia. |
| 16 | Providing and fixing of PPR Male/ Female Adaptors (All types like elbows, tees etc) (Sample to be approved by EIC)for 25mm dia. Please Enable Macros to View BoQ information |
| 17 | Providing and fixing of PPR Male/ Female Adaptors (All types like elbows, tees etc) (Sample to be approved by EIC)for 25mm dia. Please Enable Macros to View BoQ information |
