|
| 1 | DISMANTLING STONE SLAB FLOORING LAID IN CEMENT MORTAR INCLUDING STACKING OF SERVICEABLE MATERIAL AND DISPOSAL OF UNSERVI |
| 2 | 1:3:6 OR RICHER MIX |
| 3 | ORDINARY ROCK |
| 4 | ALL KINDS OF SOIL |
| 5 | CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE |
| 6 | THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE) |
| 7 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 8 | BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² AND WATER ABSOPTION NOT MORE THAN |
| 9 | ADD EXTRA FROM ITEM NO. 6.8 & 6.9 IF MORTAR USED 1:4 INSTEAD OF 1:6. |
| 10 | 1:4 (1 CEMENT: 4 SAND) |
| 11 | RED SAND STONE: |
| 12 | THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE) |
| 13 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 14 | \\"PN - 10 PIPE, 110 MM OD (SDR - 11)\\" |
| 15 | \\"PN - 10 PIPE, 160 MM OD (SDR - 11)\\" |
| 16 | KOTA STONE 25MM THICK FLOORING OVER 20 MM (AVERAGE) THICK BASE LAID OVER AND JOINTED WITH GREY CEMENT SLURRY MIXED WITH |
| 17 | 1:3:6 OR RICHER MIX |
| 18 | ALL KINDS OF SOIL |
| 19 | CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE |
| 20 | THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE) |
| 21 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 22 | \\"WALLS (ANY THICKNESS) INCLUDING ATTACHED PILASTERS, BUTTERESSES, PLINTH AND STRING COURSES ETC\\" |
| 23 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 24 | RED SAND STONE: |
| 25 | THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE) |
| 26 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 27 | \\"STRUCTURAL STEEL WORK RIVETED, BOLTED OR WELDED IN BUILT UP SECTIONS, TRUSSES AND FRAMED WORK, INCLUDING CUTTING, HOIST |
| 28 | PROVIDING AND APPLYING PLASTER OF PARIS PUTTY OF 2 MM THICKNESS OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND S |
| 29 | NEW WORK (TWO OR MORE COAT APPLIED @ 1.67 LTR/10 SQM OVER AND INCLUDING PRIMING COAT OF EXTERIOR PRIMER APPL |
| 30 | PAINTING STEEL WORK WITH DELUXE MULTI SURFACE PAINT TO GIVE AN EVEN SHADE. TWO OR MORE COAT APPLIED @0.90 LTR/ |
| 31 | TWO OR MORE COATS ON WALLS APPLIED @ 1.25 LTR/10 SQM. OVER AND INCLUDING ONE COAT OF SPECIAL PRIMER APPLIED |
| 32 | PROVIDING AND FIXING ANODISED ALUMINIUM (ANODISED TRANSPARENT OR DYED TO REQUIRED SHADE ACCORDING TO IS:1868. MINIMUM AN |
| 33 | POWDER COATED ALUMINIUM (MINIMUM THICKNESS OF POWDER COATING 50 MICRON) |
| 34 | WITH FLOAT GLASS PANES OF 5.50 MM THICKNESS |
| 35 | AREA OF SLAB UPTO 0.50 SQM |
| 36 | ELECTRIFICATION WORK |
| 37 | SANITARY WORK Please Enable Macros to View BoQ information |