(Molik Nidhi) Construction Of Gate and pevar block at ward No. 32 Zone No. 06 file No. 209/25X3/3.2nd Call.

PROVIDING LAYING AND JOINTING OF GALVANISED IRON (MS) PIPES WITH SPECIALS AS BENDS HEAVY 80MM DIA

CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL, SPREADING IN UNIFORM LAYERS WITH ON PREPARED SURF

EARTH WORK IN SURFACE EXCAVATION NOT EXCEEDING 30CM INDEPTH BUT 1.5M IN WIDTH AS WELL AS 10SQM ALL KINDS OF SOIL

EARTH WORK IN EXCAVATION FOR FOUNDATION TRENCHES FOR PIPES CABLES OR DRAINS ETC. BY DISPOSED EARTH UPTO 50M

DEMOLISHING CC/RCC WORK BY MECHANICAL MEANS INCLUDING STACKING OFSERVICEABLE MATERIAL

DEMOLISHING BRICK WORK MANUAALY /BY MECHANICAL MEANS

CEMENT MORTAR 1:6 (1 CEMENT : 6 COARSE SAND

18 MM CEMENT PLASTER IN TWO COATS UNDER LAYER 12 MM THICK CEMENT PLASTER 1:5 (1 CEMENT: 5 COARSE SAND) FINISHED WITH A T

NEW WORK (TWO OR MORE COATS APPLIED @ 3.28 LTR/10 SQM) OVER AND INCLUDING PRIMING COAT OF EXTERIOR PRIMER AP

PAINTING STEEL WORK WITH DELUXE MULTI SURFACE PAINT TO GIVE AN EVEN SHADE. TWO OR MORE COAT APPLIED @0.90 LTR/

"PROVIDING AND LAYING AT OR NEAR GROUND LEVEL PRE-CAST KERB STONE OF M-25 GRADE IN POSITION TO THE REQUIRED LINE, LEVEL

STEEL WORK IN BUILT UP M.S. TUBULAR SECTION (ROUND,SQUARE OR REGULATORSSINGHLE/DOUBLE MODULE INCLUDING

CEMENT CONCRETE GRADE M-15 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE