PARKING DEVELOPMENT CIVIL WORK

EXCAVATION UPTO 1.5 MTR — EARTHWORK IN EXCAVATION FOR FOUNDATIONS OF BUILDINGS, ROADS, DRIVEWAYS, PEDESTALS ETC. OR ANY OTHER PLACE AS DIRECTED BY EIC, IN ORDINARY SOILS INCLUDING SOFT ROCK / DISINTEGRATED ROCK, IN BOTH DRY AND WET CONDITIONS, INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, SHORING, STRUTTING, SLUSH REMOVAL, INCLUDING BACKFILLING ETC, IN LAYERS OF 150MM AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED , IN FOUNDATION PITS, UNDER FLOORS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELING, WATERING AND MECHANICAL COMPACTION ETC. TRANSPORTING SURPLUS SOIL TO UNOBJECTIONABLE PLACE WITHIN ISLAND BOUNDARY LIMITS AND SPREADING IN LAYERS AND AS PER SPECIFICATIONS AND DIRECTION OF ENGINEER. THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICAL VOLUME ONLY AND IT SHALL BE THE VOLUME OF THE BLOCK OF THE EXCAVATION HAVING MAXIMUM BOTTOM DIMENSION OF THE FOUNDATION AS PER DRAWING AND TO ACTUAL DEPTH. HARD ROCK (UP TO A DEPTH OF 1.5 METER)

SPLY & LAYING OF RUBBLE — PROVIDING AND LAYING DRY TRAP RUBBLE STONE SOLING 230 MM THICK INCLUDING HAND PACKING, FILLING THE INTERSTICES WITH CHIPS, SPALLS AND BINDING WITH GRIT AND SELECTED MURRUM, WATERING, COMPACTING BY POWER ROLLING WITH 8/10 TON ROLLER, IF REQUIRED COMPLETE FOR DRIVEWAY WORK OR USE OF PLATE VIBRATOR TO GET THE DESIRED COMPACTION OUTPUT FOR SMALLER SECTION AREAS.

PCC 1:2:4 — Providing and laying machine mixed plain cement concrete having volumetric proportions 1:2:4 (Cement: Sand: Coarse aggregates), with 20mm and 12.5 mm coarse aggregates; of specified thickness including curing, etc., complete as directed.

REINFORCEMENT STEEL — REINFORCEMENT STEELSupplying and Placing in position STEEL REINFORCEMENT BARS confirming to IS:1786 Grade-FE:415 for RCC work including transporting the steel , straightening, cleaning, cutting, bending to required shapes and lengths as per details at every intersection, supplying and placing proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc for all heights and depths etc complete as directed by EIC.NOTE:1) Reinforcement will be measured by multiplying the theoretical weight of bar with the measured length of steel as actually laid. Rolling margins will not be paid.2) Chairs and laps required for bars shall be considered for the payments as per actual.

SPLY AND LAYG OF RCC — SUPPLYING AND PROVIDING OF APPROVED DESIGN MIX, REINFORCED CEMENT CONCRETE OF (MILD) M-20 (EXCLUDING SHUTTERING AND REINFORCEMENT) WITH 20 MM AND DOWN SIZE STONE AGGREGATES AT SPECIFIED DEPTHS AND HEIGHTS INCLUDING CURING AND TESTING IN ALL TYPES OF FOUNDATIONS, FOOTINGS, EQUIPMENT FOUNDATIONS, COLUMNS, PEDESTALS, WALL, LINTELS, PLINTH BEAMS, BRACKETS, PARAPETS, BANDS AND ANY OTHER WORKS ALL COMPLETE AS PER DRAWINGS, SPECIFICATION AND INSTRUCTION OF ENGINEER. FOR DESIGN MIX, MODERATE EXPOSURE SHALL BE CONSIDERED AND WATER CEMENT RATIO SHALL BE LIMITED TO 0.5. DESIGN MIX SHALL BE AS PER IS:456-2000 AND IS: 10262 AND SAME SHALL BE CARRIED OUT BY A LAB/AGENCY/INSTITUTION APPROVED BY HPCL. RMC WILL BE PERMITTED BASED ON PRIOR INSPECTION BY HPCL. MINIMUM CEMENT CONTENT SHALL BE 300 KG/M3 FOR M-20 . CEMENT WOULD BE OPC. DEPTH 0 TO 3 M

BACK FILLING WITH MURRUM — BACK FILLING WITH MURRUM-BACKFILLING OF EXCAVATED AREA WITH GOOD QUALITY LOCALLY AVAILABLE MURRUM IN 300 MM LAYERS AND COMPACTING SAME WITH ROAD ROLLER/COMPACTOR.

SITE CLEARANCE — AGREEING TO DO AN ACT

PCC 1:3:6 — Providing and laying PCC 1:3:6 using 20 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming, curing etc complete.

STRUCTURAL STEEL FABN. — Supply, fabricate , install structural steel for inserts, structural shed, supports, frames, stair , handrail , foundation bolts, sleeves etc. Painting to exposed surfaces with enamel paint over a coat of appropriate primer after surface preparation is part of this item. Payments shall be considered for actuals on theoretical wt basis. Use E-6010 electrode of advani/ ESAB/DNH or approved by HPCL inspection dept.

THERMOPLASTIC PAINT- — Applying 3 mm thick 100/75 mm wide bands of thermoplastic reflective paint of approved make and specs. After proper surface preparations.