Civil,Structural & Piping work

EARTHWORK-UPTO 1.5 M — EARTHWORK-UPTO 1.5 M DEPTH: EXCAVATION FOR FOUNDATION UP TO 1.5 M DEPTH (EXCEEDING 300 MM DEPTH): EARTH WORK IN EXCAVATION IN ALL TYPES OF SOIL FOR BUILDING FOUNDATIONS, RETAINING WALLS, PUMP HOUSE, GATE CABINS, RCC WATER TANKS, BASEMENT, DRAINAGE, SOAK PIT, SEPTIC TANK, ROAD WORK, ANY OTHER STRUCTURES AS PER THE DIRECTIONS OF HPCL ENGINEER-IN-CHARGE ETC., FILLING THE AREA AROUND THE BUILDING, OUTSIDE RETAINING WALL, ANY OTHER AREAS DESIGNATED BY HPCL ENGINEER-IN-CHARGE WITH THE SURPLUS EXCAVATED SOIL, STACKING SOIL REQUIRED FOR BACK FILLING ETC. COMPLETE. TOP SOIL TO BE TAKEN OUT AND STORED ONSITE WITH MULCHING TO BE REUSED FOR GARDEN PURPOSES ON SITE. THE ITEM SHALL INCLUDE BACK FILLING, FILLING DEPRESSIONS WHEREVER NECESSARY, SIDE TRIMMING, WATERING, CONSOLIDATING, SHORING (SHORING/STRUTTING DESIGN NEED TO BE SUBMITTED BY THE CONTRACTOR AND THE SAME TO BE APPROVED BY THE HPCL/CONSULTANT), BAILING OUT WATER ETC. COMPLETE. OBTAINING ANY APPROVAL FROM ANY STATUTORY AUTHORITIES REQUIRED AS PER PREVAILING STATUTORY NORMS, PAYMENT OF ROYALTY IF ANY FOR EXCAVATION WILL BE IN THE SCOPE OF VENDOR AND QUOTED RATE SHALL BE INCLUSIVE OF THE SAME. RATE QUOTED BY CONTRACTOR SHALL INCLUDE COST TOWARDS DUMPING OUT OF EXCESS EXCAVATED SOIL (AFTER FILLING/STACKING) TO OUTSIDE PREMISES INCLUDING LOADING TRANSPORTATION, UNLOADING ETC. COMPLETE. CONTRACTOR TO PRODUCE AN NOC FROM OWNER OF DUMPING YARD PRIOR TO THE COMMENCEMENT OF TAKING OUT OF EXCESS SOIL OUTSIDE THE PREMISES FOR DUMPING.

EARTHWORK-15 M TO 4.5 M — EARTHWORK-1.5 M TO 4.5 M: EXCAVATION FOR FOUNDATION FOR DEPTH 1.5 M TO 4.5 M: EARTH WORK IN EXCAVATION IN ALL TYPES OF SOIL FOR BUILDING FOUNDATIONS, RETAINING WALLS, PUMP HOUSE, GATE CABINS, RCC WATER TANKS, BASEMENT, DRAINAGE, SOAK PIT, SEPTIC TANK, ROAD WORK, ANY OTHER STRUCTURES AS PER THE DIRECTIONS OF HPCL ENGINEER-IN-CHARGE ETC., FILLING THE AREA AROUND THE BUILDING, OUTSIDE RETAINING WALL, ANY OTHER AREAS DESIGNATED BY HPCL ENGINEER-IN-CHARGE WITH THE SURPLUS EXCAVATED SOIL, STACKING SOIL REQUIRED FOR BACK FILLING ETC. COMPLETE. TOP SOIL TO BE TAKEN OUT AND STORED ONSITE WITH MULCHING TO BE REUSED FOR GARDEN PURPOSES ON SITE. THE ITEM SHALL INCLUDE BACK FILLING, FILLING DEPRESSIONS WHEREVER NECESSARY, SIDE TRIMMING, WATERING, CONSOLIDATING, SHORING (SHORING/STRUTTING DESIGN NEED TO BE SUBMITTED BY THE CONTRACTOR AND THE SAME TO BE APPROVED BY THE HPCL/CONSULTANT), BAILING OUT WATER ETC. COMPLETE. OBTAINING ANY APPROVAL FROM ANY STATUTORY AUTHORITIES REQUIRED AS PER PREVAILING STATUTORY NORMS, PAYMENT OF ROYALTY IF ANY FOR EXCAVATION WILL BE IN THE SCOPE OF VENDOR AND QUOTED RATE SHALL BE INCLUSIVE OF THE SAME. RATE QUOTED BY CONTRACTOR SHALL INCLUDE COST TOWARDS DUMPING OUT OF EXCESS EXCAVATED SOIL (AFTER FILLING/STACKING) TO OUTSIDE PREMISES INCLUDING LOADING TRANSPORTATION, UNLOADING ETC. COMPLETE. CONTRACTOR TO PRODUCE AN NOC FROM OWNER OF DUMPING YARD PRIOR TO THE COMMENCEMENT OF TAKING OUT OF EXCESS SOIL OUTSIDE THE PREMISES FOR DUMPING.

ERTHWRK SFT RCK-UPTO 1.5 — EARTHWORK SOFT ROCK-UPTO 1.5 M: EXCAVATION BY MACHINERY IN SOFT ROCK UP TO 1.5 M DEPTH (EXCEEDING 300 MM DEPTH): EARTH WORK IN EXCAVATION IN SOFT ROCK FOR BUILDING FOUNDATIONS, RETAINING WALLS, PUMP HOUSE, GATE CABINS, RCC WATER TANKS, BASEMENT, DRAINAGE, SOAK PIT, SEPTIC TANK, ROAD WORK, ANY OTHER STRUCTURES AS PER THE DIRECTIONS OF HPCL ENGINEER-IN-CHARGE ETC., FILLING THE AREA AROUND THE BUILDING, OUTSIDE RETAINING WALL, ANY OTHER AREAS DESIGNATED BY HPCL ENGINEER-IN-CHARGE WITH THE SURPLUS EXCAVATED SOIL, STACKING SOIL REQUIRED FOR BACK FILLING ETC. COMPLETE. TOP SOIL TO BE TAKEN OUT AND STORED ONSITE WITH MULCHING TO BE REUSED FOR GARDEN PURPOSES ON SITE. THE ITEM SHALL INCLUDE BACK FILLING, FILLING DEPRESSIONS WHEREVER NECESSARY, SIDE TRIMMING, WATERING, CONSOLIDATING, SHORING (SHORING/STRUTTING DESIGN NEED TO BE SUBMITTED BY THE CONTRACTOR AND THE SAME TO BE APPROVED BY THE HPCL/CONSULTANT), BAILING OUT WATER ETC. COMPLETE. OBTAINING ANY APPROVAL FROM ANY STATUTORY AUTHORITIES REQUIRED AS PER PREVAILING STATUTORY NORMS, PAYMENT OF ROYALTY IF ANY FOR EXCAVATION WILL BE IN THE SCOPE OF VENDOR AND QUOTED RATE SHALL BE INCLUSIVE OF THE SAME. RATE QUOTED BY CONTRACTOR SHALL INCLUDE COST TOWARDS DUMPING OUT OF EXCESS EXCAVATED MATERIAL (AFTER FILLING/STACKING) TO OUTSIDE PREMISES INCLUDING LOADING TRANSPORTATION, UNLOADING ETC. COMPLETE. CONTRACTOR TO PRODUCE AN NOC FROM OWNER OF DUMPING YARD PRIOR TO THE COMMENCEMENT OF TAKING OUT OF EXCESS SOIL OUTSIDE THE PREMISES FOR DUMPING.

FILLING & BACKFILLING — BACKFILL WITH MATERIAL SUPPLIED BY CONTRACTOR GRAVEL FILLING : PROVIDING & LAYING HARDCORE GRAVEL SOLING WITH 90MM AND DOWN GRADED , UNDER FLOORING, TRENCHES, PITS, FOUNDATIONS, RAMPS, ROAD PORTION ETC., INCLUDING FILLING RECESSES BY GRIT, STONE CHIPS & APPROVED MURRUM, WATERING, DRESSING, COMPACTING BY ROLLING/RAMMING ETC., COMPLETE AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER IN CHARGE.

PCC-M 10 — PCC-M10: CONCRETE-PCC M10 PROVIDING, MIXING AND LAYING BLINDING LAYER OF PCC NOMINAL MIX USING 40 MM AND DOWNGRADED COARSE AGGREGATE FOR ANY THICKNESS BELOW FOOTINGS, PLINTH BEAMS, G.F.SLAB, PILE CAPS, FOUNDATIONS, TRENCHES, PITS AND SUMPS ETC. AS LEVELLING COURSE, FILLING MATERIAL, USING ORDINARY PORTLAND CEMENT/PORTLAND POZZOLANA CEMENT, CURING INCLUDING SHUTTERING, TAMPING, RAMMING, VIBRATING, ETC., COMPLETE, AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER-IN-CHARGE.

RCC- M30 UPTO 5 M DEPTH — CONCRETE - R.C.C (CAST IN SITU) WITH ADMIXTURES AND WITHOUT CORROSION INHIBITORS FOR DEPTH NOT EXCEEDING 5M BELOW GROUND (FGL) PROVIDING, MIXING AND PLACING IN POSITION R.C.C. DESIGN MIX CONFORMING TO GRADE M30 OF IS 456 : 2000 USING ORDINARY PORTLAND CEMENT/ PORTLAND POZZOLONA CEMENT WITH 20MM AND DOWN GRADED COARSE AGGREGATES IN FOUNDATIONS, EQUIPMENT FOUNDATIONS, BEAMS, FLOORS, SLAB, LINTEL, CANOPIES, PORTALS, PARDIS, WALLS (VERTICAL/CIRCULAR IN PLAN) BOX CULVERTS, SILLS AND OTHER CAST-IN-SITU WORKS INCLUDING VIBRATING, TAMPING, CURING, ADDITION OF PLASTICIZERS(IF REQUIRED) PROVIDING RECESSES, CHAMFERING, ETC., COMPLETE AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER IN CHARGE. (REINFORCEMENT AND SHUTTERING TO BE PAID SEPARATELY).

RCC- M30 UPTO 10 M HEIGHT 11195- — CONCRETE - R.C.C (CAST IN SITU) WITH ADMIXTURES AND WITHOUT CORROSION INHIBITORS FOR HEIGHT NOT EXCEEDING 10 M ABOVE GROUND (FGL) PROVIDING, MIXING AND PLACING IN POSITION R.C.C. DESIGN MIX CONFORMING TO GRADE M30 OF IS 456 : 2000 USING ORDINARY PORTLAND CEMENT/ PORTLAND POZZOLONA CEMENT WITH 20MM AND DOWN GRADED COARSE AGGREGATES IN FOUNDATIONS, EQUIPMENT FOUNDATIONS, BEAMS, FLOORS, SLAB, LINTEL, CANOPIES, PORTALS, PARDIS, WALLS (VERTICAL/CIRCULAR IN PLAN) BOX CULVERTS, SILLS AND OTHER CAST-IN-SITU WORKS INCLUDING VIBRATING, TAMPING, CURING, ADDITION OF PLASTICIZERS(IF REQUIRED) PROVIDING RECESSES, CHAMFERING, ETC., COMPLETE AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER IN CHARGE. (REINFORCEMENT AND SHUTTERING TO BE PAID SEPARATELY).

RCC- M30 10M-20 M HEIGHT — CONCRETE - R.C.C (CAST IN SITU) WITH ADMIXTURES AND WITHOUT CORROSION INHIBITORS FOR HEIGHT EXCEEDING 10M BUT NOT EXCEEDING 20M ABOVE GROUND (FGL) PROVIDING, MIXING AND PLACING IN POSITION R.C.C. DESIGN MIX CONFORMING TO GRADE M30 OF IS 456 : 2000 USING ORDINARY PORTLAND CEMENT/ PORTLAND POZZOLONA CEMENT WITH 20MM AND DOWN GRADED COARSE AGGREGATES IN FOUNDATIONS, EQUIPMENT FOUNDATIONS,BEAMS, FLOORS, SLAB, LINTEL, CANOPIES, PORTALS, PARDIS, WALLS (VERTICAL/CIRCULAR IN PLAN) BOX CULVERTS, SILLS AND OTHER CAST-IN-SITU WORKS INCLUDING VIBRATING, TAMPING, CURING, ADDITION OF PLASTICIZERS(IF REQUIRED) PROVIDING RECESSES, CHAMFERING, ETC., COMPLETE AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER IN CHARGE. (REINFORCEMENT AND SHUTTERING TO BE PAID SEPARATELY).

RCC- M30 20M-30 M HEIGHT — RCC-M30 20 M-30 M HEIGHT: CONCRETE-R.C.C (CAST IN SITU) WITH ADMIXTURES AND WITHOUT CORROSION INHIBITORS FOR HEIGHT EXCEEDING 20 M BUT NOT EXCEEDING 30 M ABOVE GROUND (FGL) PROVIDING, MIXING AND PLACING IN POSITION R.C.C. DESIGN MIX CONFORMING TO GRADE M30 OF IS 456:2000 USING ORDINARY PORTLAND CEMENT/PORTLAND POZZOLONA CEMENT WITH 20 MM AND DOWN GRADED COARSE AGGREGATES IN FOUNDATIONS, EQUIPMENT FOUNDATIONS, BEAMS, FLOORS, SLAB, LINTEL, CANOPIES, PORTALS, PARDIS, WALLS (VERTICAL/CIRCULAR IN PLAN) BOX CULVERTS, SILLS AND OTHER CAST-IN-SITU WORKS INCLUDING VIBRATING, TAMPING, CURING, ADDITION OF PLASTICIZERS(IF REQUIRED) PROVIDING RECESSES, CHAMFERING, ETC., COMPLETE AS PER DRAWINGS, SPECIFICATIONS AND AS DIRECTED BY ENGINEER IN CHARGE. (REINFORCEMENT AND SHUTTERING TO BE PAID SEPARATELY).

SHUTTERING: UPTO 5 M — FOR DEPTH NOT EXCEEDING 5M BELOW GROUND (FGL) PROVIDING AND FIXING PLYWOOD SHUTTERING/ STEEL PLATE SHUTTERING - STRAIGHT / INCLINED FOR PCC/RCC WORK, I.E. FOUNDATIONS, EQUIPMENT FOUNDATIONS, PLINTH BEAMS, SLABS, LINTELS, CANOPIES, WALLS (VERTICAL/HORIZONTAL IN PLAN), BOX CULVERTS, SILLS, ETC., WHEREVER NECESSARY, INCLUDING STRUTTING, SCAFFOLDING, BRACING, PROPPING, KEEPING PROVISION FOR INSERT PLATES AND DOWELS OR ANY OTHER FIXTURE IF REQUIRED AT PLACES APPLICATION OF MOULD RELEASING AGENTS ETC., KEEPING THE SAME IN POSITION DURING CONCRETING AND REMOVING AFTERWARDS AS PER SPECIFICATIONS & AS DIRECTED BY ENGINEER IN CHARGE.