UG TANK CIVIL GULBARGA RAMAGUN

EXCAVATION SOIL UPTO 3M — EXCAVATION OF EARTH, FOR DEPTH UPTO AND INCLUDING 3.0 M, 1.FOR FOUNDATIONS OF STRUCTURAL SHEDS, ROADS, DRIVE WAYS, PEDESTALS, TRESTLE BRIDGES, CULVERTS, PITS, TRENCHES, ETC. OR ANY OTHER PLACE AS DIRECTED, IN ORDINARY SOILS INCLUDING SOFT ROCK/DISINTEGRATED ROCK, SHORING & STRUTTING AS REQUIRED AS PER SITE CONDITION, INCLUDING BACKFILLING ETC, IN LAYERS AT ALL HEIGHTS AND DEPTHS AS PER SPECIFICATIONS/REQUIREMENTS AND AS DIRECTED/WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELLING, WATERING AND MECHANICAL COMPACTION ETC.2.TRANSPORTING SURPLUS SOIL TO UNOBJECTIONABLE PLACE WITHIN BOUNDARY LIMITS AND SPREADING IN LAYERS AND AS PER SPECIFICATIONS AND DIRECTION OF ENGINEER.3. THE MEASUREMENT FOR PAYMENT SHALL BE AS PER ATTACHED TECHNICAL SPECIFICATIONS AND AS DIRECTED BY HPCL EIC COMPLETE.4. NOTE:A) THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SLOPE, STEPS ETC.B) REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE ETC.

EXCAVATION SOIL 3M TO 6M — EXCAVATION IN SOFT ROCK/DISINTEGRATED ROCK (NOT REQUIRING BLASTING, ROCK OR BOULDERS WHICH MAY BE QUARRIED OR SPLIT WITH CROWBARS. THIS WILL ALSO INCLUDE LITERATE AND HARD CONGLOMERATE). EXCAVATION OF SOFT ROCK BELOW GROUND LEVEL 3 TO 6 M

EXCAVATION HARD ROCK1.5M 11915-Ramagundam IRD — 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 1.5 TO 3.0M

EXCAVATION HARD ROCK 3M — 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

SPLY AND LAYG OF PCC M15 — SUPPLYING AND LAYING PLAIN CEMENT CONCRETE OF VOLUMETRIC MIX 1:2:4 (1 CEMENT: 2 SAND: 4 COARSE AGGREGATES) USING 43/53 GRADE ORDINARY PORTLAND CEMENT WITH 20 MM DOWNGRADED COARSE AGGREGATE FOR APRONS, INCLUDING SHUTTERING IF REQUIRED) IN FOUNDATION, SCREED, APRONS, PITS, STEPS, DRAINS, FOOTINGS, RETAINING WALL, BEAMS ETC IN SUB-STRUCTURE ETC., AT ALL LEVEL AS PER DRAWINGS, SPECIFICATIONS AND INSTRUCTION OF ENGINEER.

SPLY AND LAYG OF RCC M30 — PROVIDING AND LAYING REINFORCED CEMENT CONCRETE OF M-30 GRADE WITH 20MM AND DOWN SIZE GRADED CRUSHED STONE AGGREGATES/GRAVEL IN SUB-STRUCTURE OF ALL TYPES E.G. FOUNDATIONS, FOOTINGS, RAFT, BEAMS, SLABS, PILE CAPS, RETAINING WALLS, JAMBS, COUNTERFORTS, BUTTRESSES, TRENCHES, MANHOLES,PIPE ENCASEMENT, CATCHPITS, DRAINS, RCC PITS, EQUIPMENT/MACHINE FOUNDATIONS, PEDESTALS, PIPE SLEEPERS, COLUMNS, PLINTH BEAMS, SUSPENDED FLOORS, BEAMS, STAIRCASES, LANDINGS, STEPS, BRACKETS ETC. (INCLUDING SINGLE POUR CONCRETING UPTO 250M3), INCLUDING COST OF ADMIXTURES IF USED,PROVIDING POCKETS, OPENINGS, RECESSES, CHAMFERING ETC., WHEREVER REQUIRED, VIBRATING, TAMPING, CURING AND RENDERING IF REQUIRED TO GIVE A SMOOTH AND EVEN SURFACE ETC. ALL COMPLETE (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) FOR ALL DEPTHS BELOW AND UPTO PLINTH LEVEL IN ANY SHAPE, POSITION AND THICKNESS ETC. ALL COMPLETE AS SPECIFIED, SHOWN AND DIRECTED. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST)

SPLY AND LAYG REINF STEEL 11915-Ramagundam IRD — SUPPLY OF REINFORCEMENT STEEL FOR PROVIDING REINFORCEMENT IN RCC, BRICK MASONRY ETC AND CUTTING, BENDING, BINDING TO FORM A MESH OF SUITABLE SIZE AS PER INSTRUCTIONS OF SITE ENGINEER, USING 20 SWG BLACK WIRE, TRANSPORTING TO SITE AND PLACING AT POSITION FOR RCC AND OTHER WORKS.

SPLY AND FILG OF RIVER — COARSE SAND FILLING: SUPPLYING AND PROVIDING NATURAL RIVER/MACHINE SAND IN LAYERS OF 150M LOOSE THICKNESS AND COMPACTED WITH VIBRO COMPACTOR / MECHANICAL ROLLER &/OR COMPACTOR WITH APPLICABLE TESTING THROUGH SAND REPLACEMENT/PROCTOR METHOD WHEREVER APPLICABLE INCLUDING ALL LABOUR,MATERIALS,TOOLS,WATERING,COMPACTING,ETC ALL COMPLETE. SAND SHALL CONFORM TO ZONE-1 OR ZONE-2.

SMOOTHPLASTERING-12MM — Providing and laying 12mm thick smooth cement plastering in 1:4 CM in single coat to all the interior walls including providing necessary scaffolding, chicken wire mesh at all joints of brick and concrete surfaces with a minimum overlap of 150 mm in all directions and additional thickness if required to achieve perfect line and level, groove cutting without any extra cost.

WHITE WASH — WHITEWASH Providing and applying 3 coats of white wash to plastered and concrete surfaces including providing necessary scaffolding, surface preparation , mixing DDL binder, blue etc. complete as per IS: 712- Latest Edition. If additional coats are required to obtain uniform and smooth finish, the same shall be carried out at no extra cost.