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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30cm & up to 1.5mte in depth, 1.5mtr in width as well as 10sqm on plan) including Disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed. |
| 2 | All kind of soil 80% |
| 3 | Ordanary rock 10% |
| 4 | Hard Rock 10% |
| 5 | Earth work in excavation by manual means in trenches for foundation ,drains, pipes ,cables etc.(Not exceeding 1.5mtr in width ) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan ,depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in: |
| 6 | All kind of soil 40% |
| 7 | Ordanary rock 40% |
| 8 | Hard Rock (by Chesling) 20% |
| 9 | Extra for every additional lift of 1.5Mtr or part there of in. |
| 10 | All kind of soil 80% |
| 11 | Ordanary rock / Hard rock 20% |
| 12 | Pumping out water from Dug well otr water causeed by spring or river seepage etc. |
| 13 | Dry stone pitiching on horizontal level excluding cost of stone and all carriage complete. |
| 14 | Providing and laying in position cement concert of specified grade excluding the cost of centering and shuttering. All work upto plinth lent 1:4:8( 1 cement: 4 coarse sand 8 graded stone agg. 40mm nominal size.including all carriage complete. |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto150, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering shuttering, finishing and reinforcement with 1:1.5:3(1cement :1.5coarse sand:3 graded stone aggregate 20mm nominal size) including all carriage complete. |
| 16 | Reinforced cement concrete work in wall any thickness incl. attested plaster buttresses plain and string courses fillets colon columns, pillars, piers, abutments, posts and sturts etc upto floor five level excluding cost centering shuttering finishing and reinforcement.1:1.5:3(1cement: 1.5coarse sand: 3 graded crushed stone agg. 20mm nominal size.including all carriage complete. |
| 17 | Providing/fixing of Reinforcement for RCC work including straightening cutting, bending, placing, in position and binding all complete. Hot rolled deformed bars.Incluidng all carriage complete. |
| 18 | Dumping of stone filling including cost of stone i.e on horizontal level. including all carriage complete. |
| 19 | Hand packed stone into wire crates including cost of stone but including cost of wire crates and all carriage complete. |
| 20 | Centering and shuttering including strutting, propping etc. and removal form for:- |
| 21 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 22 | extra for circular work 20% of respective centering and shuttering. |
| 23 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 24 | Providing and laying cement concrete in retaining walls ,return walls , walls (any thickness) including attached pilaster , columns pairs abutments , pillars ,posts ,struts, buttresses, string or laces, courses, parapets, coping ,bed blocks, anchor blocks, plain window sills, fillet etc, up to floor five level, excluding the cost of centering, shuttering and finishing . 1:2:4(1cement: 2 coarse sand: 4 graded stone agg. 20 mm nominal size nallah.including all carriage complete. |
| 25 | Providing laying and fitting of M.S flanged pipe 100mm dia.Standard: IS 1239 (Part 1).Outside Diameter: 114.3 (mm).Thickness Options:Medium Class (Blue Band): 4.50 (mm) (Recommended for moderate pressure).Heavy Class (Red Band): 5.40 (mm) (Recommended for high-head pumping or rugged terrain).Material & ConstructionType: ERW (Electric Resistance Welded). This is standard for water mains. Grade: Minimum YSt 210 or YSt 240 (Yield Strength in MPa).Ends: Bevelled ends if you are butt-welding the joints. Flanged ends if you need to connect to valves, pumps, or allow for easier dismantling.Protection (Coating & Lining) Since MS pipes are highly susceptible to rusting, especially in soil or cold climates, the \\"raising main\\" specification must include: External Coating: Hot-dip galvanizing (GI) or Bituminous coating with outer wrapping (like Hessian or Fiber glass) to prevent soil corrosion. Internal Lining: Epoxy lining or Cement Mortar lining to ensure smooth flow and prevent internal scaling.Pressure RatingHydraulic Test Pressure: The pipe should be factory-tested to withstand at least 5.0 MPa (approx. 50 \text{kgf/cm)^2) for a sustained period to ensure the weld integrity. |
| 26 | Supplyinng, laying, fixing of 50mm Thickness Closed Cell Elastrometric Polyurethane around G.I Flanged Pipe Medium Duty 100mm dia applied by suitable adhesive, as per specification including Tin Foil Wrapping on the insulation, including cost of all materials, labour charges, with all leads and lifts and as directed by the Engineer in charge at site. |
| 27 | Supplying and laying insulation tape over polyurethane insulation as directed by the Engineer in charge at site. |
| 28 | Providing and laying/fitting of GI/HDPE/M.S pipes complete including cost of pipes and required fittings as per the direciton of site Engineer incharge including all carriage complete. |
| 29 | U-clamp including Nut and Bolts. |
| 30 | Nuts and bolts including plain washer. |
| 31 | Gasket |
| 32 | NRV 65mm dia |
| 33 | NRV 100mm dia |
| 34 | Flange Tee |
| 35 | Flange Tee 100mm dia |
| 36 | Flange Bend |
| 37 | Centering and shuttering including strutting, propping etc. and removal form for:- |
| 38 | Suspended floors, roofs, landings, balconies and assess plate forms. Please Enable Macros to View BoQ information |