COMP WRK @ MS NAHARA & SV2006

EXCAVTION OF CLEARING — EARTH WORK: CLEARING JUNGLE INCLUDING UPROOTING OF RANK VEGETATION, GRASS, BRUSH WOOD, TREES AND SAPLINGS OF GIRTH UP TO 30 CM MEASURED AT A HEIGHT OF 1 METER ABOVE GROUND LEVEL AND REMOVAL OF RUBBISH UP TO A DISTANCE OF 50 METER OUTSIDE THE PERIPHERY OF THE AREA CLEARED. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

EXCAVATION OF SURFACE — EARTH WORK: SURFACE EXCAVATION, ALL KINDS OF SOIL: EARTH WORK IN SURFACE EXCAVATION NOT EXCEEDING 30 CM IN DEPTH BUT EXCEEDING 1.5 METER IN WIDTH AS WELL AS 10 SQM ON PLAN INCLUDING GETTING OUT AND DISPOSAL OF EXCAVATED EARTH UP TO 50M LEAD AND LIFT UP TO 1.5 M, AS DIRECTED BY THE ENGINEER-IN-CHARGE. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

EXCAVATION OF EARTH — ALL KINDS OF SOIL: EARTH WORK IN EXCAVATION BY MECHANICAL MEANS (HYDRAULIC EXCAVATOR)/MANUAL MEANS OVER AREAS (EXCEEDING 30 CM IN DEPTH, 1.5 METER IN WIDTH AS WELL AS 10 SQM ON PLAN) INCLUDING GETTING OUT AND DISPOSAL OF EXCAVATED EARTH LEAD UP TO 50 METER AND LIFT UP TO 1.5 METER, AS DIRECTED BY THE ENGINEER-IN-CHARGE. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

EXCAVATION OF EARTH — ORDINARY ROCK: EARTH WORK IN EXCAVATION BY MECHANICAL MEANS (HYDRAULIC EXCAVATOR)/MANUAL MEANS OVER AREAS (EXCEEDING 30 CM IN DEPTH, 1.5 METER IN WIDTH AS WELL AS 10 SQM ON PLAN) INCLUDING GETTING OUT AND DISPOSAL OF EXCAVATED EARTH LEAD UP TO 50 METER AND LIFT UP TO 1.5 METER, AS DIRECTED BY THE ENGINEER-IN-CHARGE. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

EXCAVATION OF EARTH — HARD ROCK (BLASTING PROHIBITED): EARTH WORK IN EXCAVATION BY MECHANICAL MEANS (HYDRAULIC EXCAVATOR)/MANUAL MEANS OVER AREAS (EXCEEDING 30 CM IN DEPTH, 1.5 METER IN WIDTH AS WELL AS 10 SQM ON PLAN) INCLUDING GETTING OUT AND DISPOSAL OF EXCAVATED EARTH LEAD UP TO 50 METER AND LIFT UP TO 1.5 METER, AS DIRECTED BY THE ENGINEER-IN-CHARGE. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

EXTRA F/EVERY ADDITIONAL — ALL KINDS OF SOIL. EXTRA FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THEREOF IN EXCAVATION/BANKING EXCAVATED OR STACKED MATERIALS. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

SPLY & FILLING OF LOCAL — EXCAVATING, SUPPLYING AND FILLING OF LOCAL EARTH (INCLUDING ROYALTY) BY MECHANICAL TRANSPORT UP TO A LEAD OF 5 KM ALSO INCLUDING RAMMING AND WATERING OF THE EARTH IN LAYERS NOT EXCEEDING 20 CM IN TRENCHES, PLINTH, SIDES OF FOUNDATION ETC. COMPLETE INCLUDING COMPACTED UP TO 95% TO ITS MDD CARRYING FIELD DENSITY TEST TO A CERTAIN COMPACTION OF SOIL COMPLETE IN ALL RESPECT AS PER SCOPE OF WORK, DETAILED CONSTRUCTION DRAWING, AS PER TECHNICAL SPECIFICATION AS DIRECTED BY THE ENGINEER IN CHARGE. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

SPLY AND FILLING OF PLINTH — SUPPLYING AND FILLING IN PLINTH WITH SAND UNDER FLOORS, INCLUDING WATERING, RAMMING, CONSOLIDATING AND DRESSING COMPLETE. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.

COMPOUND,EMULSION,0.55LT 16300-CGD SONIPAT JIND — COMPOUND,GENERAL; COMPOUND NAME:CHEMICAL EMULSION; TYPE:SEALED CONTAINER; GRADE:N/A; FORM OF SUPPLY:0.55 LT/MM2; INCLUDING DELIVERY AS SPECIFIED, CHLORPYRIPHOS/LINDANE EMULSIFIABLE CONCENTRATE OF 20 %.

DILUTING&INJECT CHEM — DILUTING AND INJECTING CHEMICAL EMULSION FOR POST-CONSTRUCTIONAL ANTI-TERMITE TREATMENT (EXCLUDING THE COST OF CHEMICAL EMULSION): ALONG THE EXTERNAL WALL BELOW CONCRETE OR MASONRY APRON USING CHEMICAL EMULSION AT 2.25 LITERS PER LINEAR METER INCLUDING DRILLING AND PLUGGING HOLES ETC. WITH CHLORPYRIFOS/LINDANE E.C. 20% WITH 1% CONCENTRATION. DETAIL SPECIFICATION AS GIVEN IN THE TENDER DOCUMENT.