Municipal Corporation

Repair And Maintenance Works At Various Locations In Ward 3 Mc Kundli--- 1 [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] 2 [21.102.3.8]Providing , lowering, laying, aligning, cutting (cut surface to be finished uniformly), jointing with coupling and EPDM rubber rings marked with IS: 5382 and testing, AC pressure sewerage and drainage pipes manufactured with Mazza process as per IS 6908:1991 and specials into trenches for all levels/depths including carriage, loading/ unloading, stacking, handling, rehandling etc. complete in all respects to the satisfaction of the Engineer in charge (Rates are inclusive of couplers, EPDM rubber rings and specials but exclusive of excavation and refilling) 3.8. Class III (Ultimate load capacity 120KN/sqm) - 450mm i/d [Through Rate] 3 [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate] 4 [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] 5 [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] 6 [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] 7 [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate] 8 [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]