180 KL UG tank Civil works-G&H

EXCAVATION OF EARTH UPTO 11797-GULBARGA NEW IRD — EXCAVATION UPTO 1.5 M DEPTH: EXCAVATION IN ALL TYPES OF SOIL, FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL EIC, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL EIC.

EXCAVATION OF EARTH 1.5 — EXCAVATION FROM 1.5 TO 3.0 M DEPTH EXCAVATION IN ALL TYPES OF SAND, FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL ENGINEER IN CHARGE, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITH ANY LEAD WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL EIC.

EXCAVATION OF EARTH — EXCAVATION FROM 1.5 TO 3.0 M DEPTH EXCAVATION IN ALL TYPES OF CLAY, FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL ENGINEER IN CHARGE, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITH ANY LEAD WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL ENGINEER-IN-CHARGE.

EXCAVATION-HARD ROCK( 1.5 11797-GULBARGA NEW IRD — EXCAVATION FROM 1.5 TO 3.0 M DEPTH EXCAVATION IN HARD MURRUM ETC. FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING AND STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL ENGINEER IN CHARGE, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITH ANY LEAD WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL ENGINEER-IN-CHARGE.

EXCAVATION OF HARD ROCK — EXCAVATION IN HARD ROCK (ANY ROCK OR BOULDER CLASSIFIED AS ONE FOR WHICH BLASTING IS REQUIRED) WITH TRACTOR/TRAILER MOUNTED JACK HAMMERS OR CHISELLING, WEDGING OR ANY OTHER AGREED METHOD FOR AREAS WHERE BLASTING IS PROHIBITED. STACKING THE EXCAVATED DEBRIS AND STACK MEASUREMENT AND APPLYING 50% DEDUCTION FOR VOIDS; HANDLING AND LIFTINGS AND TRANSPORTATION TO INSIDE THE PLANT PREMISES. EXCAVATION OF HARD ROCK BELOW GROUND LEVEL 3 TO 6 M

RUBBLE SOLING — Providing and laying 230mm thick or as directed, dry rubble soling, below flooring, and for footing by using average 230mm thick rubble lateral width should not be GREATER than 450 mm and as directed by EIC including filling interstices with stone chips and hard murum of approved quality, watering, consolidating etc., complete as specified & directed. (Consolidation to be done using handroller, surface vibrator ).

RIVER SAND FILLING — SUPPLYING AND FILLING SAND OF APPROVED QUALITY UNDER FLOORS, IN FOUNDATION AND PLINTH ETC. INCLUDING THE COST OF SAND, TRANSPORTATION FOR ALL LEADS, LOADING, UNLOADING SPREADING IN LAYERS 15CM THICKNESS AT ALL DEPTHS, WATERING, RAMMING, COMPACTING TO REQUIRED DEPTH,LEVELLING ETC., COMPLETE.

PCC 1:3:6 — as per the scope of work attached.

SPLY AND CONST BRICK — PROVIDING BRICK WORK WITH FROG/INDENT, CONFORMING TO CLASS B AS PER IS:1077 HAVING CRUSHING STRENGTH OF NOT LESS THAN 35 KG/CM2, IN 1:5 CEMENT MORTAR IN ALL TYPES OF FOUNDATION AND SUPERSTRUCTURE AT ALL DEPTHS/HEIGHTS INCLUDING BANDS, PROJECTIONS, PILLARS, PARAPETS, ORNAMENTAL OF ANY SHAPE, CORNICES, ALL COMPLETE INCLUDING CUT WORK, CURING, SCAFFOLDING, INCLUDING FILLING OF JOINTS WITH CM 1:5 AND RACKING OF JOINTS, ETC., WITH ALL BY WORKS AS PER SPECIFICATIONS, DRAWINGS AND DIRECTIONS OF THE ENGINEER.

PLASTERING OF 20 MM — PLASTERING OF 20 MM THICKNESS.