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| 1 | CONTRUCTION OF MEET MARKETAT GARHAKOTA |
| 2 | ALL KINDS OF SOIL |
| 3 | CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 40 MM MAXIMUM SIZE OF STONE AGGREGATE |
| 4 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 5 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. |
| 6 | \"FOUNDATIONS, FOOTINGS, BASES OF COLUMNS, ETC. FOR MASS CONCRETE.\" |
| 7 | \"COLUMNS, PILLARS, PIERS, ABUTMENTS, POSTS AND STRUTS.\" |
| 8 | \"LINTELS, BEAMS, PLINTH BEAMS, GIRDERS, BRESSUMERS AND CANTILEVERS.\" |
| 9 | \"SUSPENDED FLOORS, ROOFS, LANDINGS, BALCONIES AND ACCESS PLATFORM.\" |
| 10 | THERMO-MECHANICALLY TREATED BARS. (FE 500 D OR MORE) |
| 11 | BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² AND WATER ABSOPTION NOT MORE THAN |
| 12 | BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² AND WATER ABSOPTION NOT MORE THAN |
| 13 | \"FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN LAYERS NOT EXCE |
| 14 | MOORUM/HARD COPRA |
| 15 | 1:6 (1 CEMENT: 6 SAND) |
| 16 | 1:6 (1 CEMENT: 6 SAND) |
| 17 | 1:3 (1 CEMENT: 3 FINE SAND) |
| 18 | PROVIDING AND APPLYING PLASTER OF PARIS PUTTY OF 2 MM THICKNESS OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND S |
| 19 | TWO OR MORE COATS ON NEW WORK |
| 20 | \"PROVIDING AND LAYING VITRIFIED FLOOR TILES (WITHOUT SOLUBLE SALT) OR PRINTED (WITH SOLUBLE SALT) NANO POLISHED (GLOSSY |
| 21 | \"IN GRATINGS, FRAMES, GUARD BAR, LADDER, RAILINGS, BRACKETS, GATESAND SIMILAR WORKS.\" |
| 22 | AREA OF SLAB OVER 0.50 SQM. |
| 23 | \"PROVIDING AND FIXING STAINLESS STEEL ( GRADE 304) RAILING MADE OF HOLLOW TUBES, CHANNELS, PLATES ETC. INCLUDING WELDING |
| 24 | PAINTING STEEL WORK WITH DELUXE MULTI SURFACE PAINT TO GIVE AN EVEN SHADE. TWO OR MORE COAT APPLIED @0.90 LTR/ |
| 25 | 80X0.90 MM M.S. LATHS WITH 0.90 MM THICK TOP COVER. |
| 26 | \"REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS, BALCONIES, SHELVES, |
| 27 | PROVIDING AND FIXING BALL BEARING FOR ROLLING SHUTTERS. |
| 28 | SANITARY |
| 29 | ELECTRICITY |
| 30 | \"EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS, |
| 31 | CONSTRUCTION OF HARD SHOULDER WITH APPROVED MATERIAL/SELECTED SOIL HAVING CBR >12 I/C EXCAVATION ALL LIFTS & LEADS I/C G |
| 32 | \"CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR>30), SPREADING IN UNIFORM LAYERS WITH MOTOR |
| 33 | GRADING- II (53 TO 22.4MM) USING SCREENING TYPE-B (11.2MM AGG.) |
| 34 | \"PROVIDING AND LAYING CEMENT CONCRETE GRADE M-20 (NOMINAL MIX 1:1.5:3) WITH 20 MM GRADED CRUSHED STONE AGGREGATE, MIXING |
| 35 | SIZE 300 MM DIA METER |
| 36 | \"DEDUCT FROM ITEM NO.6.2, 6.3 AND 6.6 ABOVE IF PAVER WITH ELECTRONIC SENSOR IS NOT USED AND LAYING, COMPACTION IS DONE B |
| 37 | DEDUCT FOR DISPOSED SOIL NOT LEVELLED AND NEATLY DRESSED (AGAINST ITEM NO. 2.6) |
