Road level raising@bahadurgarh

Sup & Lay of GSB — CIVIL/ROADWORKS, GRANULAR SUB BASE-PROVIDING, LAYING, SPREADING, AND COMPACTING GRADED STONE AGGREGATE GRANULAR SUB BASE OVER SUB GRADE, AGGREGATE GRADATION SHALL BE AS PER TABLE NO 400-1 OF GRADING ZONE V OR VI OF MORTH SPECIFICATIONS, INCLUDING TRANSPORTATION OF MATERIAL TO SITE, LAYING IN UNIFORM LAYERS WITH WELL-PREPARED SURFACE AND COMPACTING WITH VIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY AS PER SPECIFICATIONS COMPLETE IN ALL RESPECT. SAME SHALL BE LAID IN LAYERS OF 125/150 MM THICKNESS EACH. RATE INCLUDING PREPARATION OF EXISTING SUB GRADE SURFACE TO THE PROPER LINE AND LEVEL AND COMPACTED AS DIRECTED BY ENGINEER-IN-CHARGE. AGGREGATE SIZE–75 MM AND DOWNGRADED CONSIDER GSB GRADATION V OR VI OF MORTH REFER TABLE 400-1: GRADING FOR GRANULAR SUB BASE MATERIALS.

Sup & Lay of WMM — SCOPE OF JOB ATTACHED.

Sup & Lay of DLC — SUPPLY AND LAYING OF DRY CLEAN CONCRETE SHUTTERING AND CURING-CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB BASE OVER A PREPARED SUB-GRADE WITH COARSE AND FINE AGGREGATE CONFORMING TO IS:383, THE SIZE OF COARSE AGGREGATE NOT EXCEEDING 20 MM, AGGREGATE CEMENT RATIO NOT TO EXCEED 15:1, AGGREGATE GRADATION AFTER BLENDING TO BE AS PER SPECIFICATIONS, CEMENT CONTENT NOT TO BE LESS THAN 150 KG/CUM, OPTIMUM MOISTURE CONTENT TO BE DETERMINED DURING TRIAL LENGTH CONSTRUCTION, CONCRETE STRENGTH NOT TO BE LESS THAN 10 MPA AT 7 DAYS, MIXED IN A BATCHING PLANT, TRANSPORTED TO SITE, FOR ALL LEADS & LIFTS, LAID WITH A MECHANICAL PAVER, COMPACTING WITH 8-10 TONNE VIBRATORY ROLLER, FINISHING AND CURING ETC. COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE.

S&L HDPE sheet 250 micron — PROVIDING AND LAYING IN POSITION HIGH DENSITY POLYETHYLENE SHEETS OF 250 MICRON THICKNESS OF APPROVED MAKE AND QUALITY BELOW RCC PAVEMENT WITH 150 MM LAPS, INSTALLATION AND JOINTING SHALL BE DONE AS PER MANUFACTURER INSTRUCTION, COMPLETE AS DIRECTED AND INSTRUCTED BY ENGINEER-IN-CHARGE, CIVIL/ ROADWORKS.

S&L RCC M25 VDM — PROVIDING AND LAYING 200 MM THICK RCC DRIVEWAY WITH APPROVED M25 DESIGN MIX CONCRETE NO FLY ASH CONTENT, RMC PLANT/REVERSIBLE CONCRETE MIXER (MINI MOBILE BATCHING PLANT), MINIMUM CEMENT QUANTITY 360 KG/CUM USING 20 MM AND DOWN SIZE CRUSHED STONE AGGREGATES IN PANELS USING SLOTTED MS CHANNEL SHUTTERING, MACHINE MIXING, VIBRATING WITH SCREED BOARD VIBRATOR, POND CURING FOR 14 DAYS, VACUUM DEWATERING, FINISHED WITH POWER TROWELING CONCRETING SHALL BE CARRIED OUT AS PER IS 456 LATEST EDITION. DESIGN CODE FOR RCC IS 10262 LATEST EDITION/SP 23. RATE SHALL ALSO INCLUDE PROVIDING APPROVED QUALITY POLYTHENE PAPER BELOW THE DRIVEWAY, HARDENER AS PER MANUFACTURER'S RECOMMENDATION FOR HEAVY TRAFFIC DRIVEWAY ADDING PLASTICIZERS AS PER MANUFACTURER RECOMMENDATION OF ROFFE/CICO/APPROVED EQUIVALENT MAKE, CONSTRUCTING HORIZONTAL AND LONGITUDINAL VATAS WITH 1:10 CM FOR CURING, LEVELING DEPRESSIONS IF ANY IN THE BASE WITH 20 MM STONE AGGREGATES AND STONE DUST. TUBING, DUCTING, TRENCHING AND OTHER NECESSARY EMBEDDED ITEMS IN CONCRETE SHALL BE CHECKED WITH ARCHITECT/HPCL REPRESENTATIVE BEFORE CONCRETING. GROOVES SHALL BE CUT IN THE RCC DRIVEWAY AND SAME SHALL BE FILLED WITH POLY SULPHIDE SEALANT AT NO EXTRA COST. RATE SHALL BE EXCLUDING REINFORCEMENT STEEL AND DOWEL BARS WHICH SHALL BE PAID SEPARATELY UNDER RELEVANT ITEMS. THE LAYOUT PLAN OF PROPOSED RCC DRIVEWAY SHALL BE DIVIDED INTO SUITABLE PANELS OF SIZE AS DIRECTED BY ENGINEER IN CHARGE AND COMPLETE PLAN FOR PANEL WISE CASTING/GROOVING/CUTTING SHALL BE SUBMITTED TO ENGINEER IN CHARGE FOR HIS APPROVAL. CONCRETING SHALL NOT COMMENCE WITHOUT SUCH APPROVAL. REDUCED LEVEL OF THE DRIVEWAY AREA TO BE TAKEN JOINTLY WITH ARCHITECT BEFORE COMMENCEMENT OF CONCRETING AND AFTER CONCRETING AND THE THICKNESS OF RCC TO BE CHECKED. TESTING OF CUBE, REINFORCEMENT STEEL, STONE AGGREGATES, SAND, CEMENT ETC. TO BE CARRIED OUT BY CONTRACTOR AT NO EXTRA COST. NO EXTRA PAYMENT FOR FORM WORK, SHUTTERING ETC. FIRST COST OF DESIGNING THE MIX FROM A GOVERNMENT APPROVED LABORATORY AND AT EVERY CHANGE OF SOURCE OF MATERIAL SHALL BE BORNE BY THE CONTRACTOR. DESIGN MIX CALCULATION TO BE SUBMITTED TO HPCL.

S&F of Reinforcement — SHED WORK/CIVIL, LPG PROJECTS: REINFORCEMENT STEEL: SUPPLYING AND PLACING IN POSITION HIGH YIELD STRENGTH DEFORMED BARS CONFORMING TO IS: 1786, FE 500 FOR RCC WORKS INCLUDING TRANSPORTING THE STEEL, STRAIGHTENING, CLEANING, DECOYING, CUTTING, BENDING TO REQUIRED SHAPES AND LENGTHS AS PER SPECIFICATIONS, BINDING WITH CONTRACTOR'S OWN 20 SWG BLACK SOFT ANNEALED BINDING WIRE AT EVERY INTERSECTION, SUPPLYING AND PLACING WITH PROPER COVER BLOCKS, SUPPORTS, CHAIRS, OVERLAPS, SPACERS, ETC ALL COMPLETE AS PER BAR BENDING SCHEDULE APPROVED BY HPCL EIC. MEASUREMENT WILL BE MADE UNDER THIS ITEM FOR AUTHORIZED LAPS, SPACERS, ETC.THE RATES SHALL BE APPLICABLE FOR ALL DEPTHS AND HEIGHTS. PAYMENT SHALL BE MADE AS PER THEORETICAL WEIGHT OF THE BARS AND NO SEPARATE PAYMENT SHALL BE MADE FOR BINDING WIRE.

S&F Dowel Bar 20mm — SUPPLY AND INSTALLATION OF 20 MM DIAMETER X 500 MM LONG DOWEL BAR: PROVIDING 20 MM DIAMETER 500 MM LONG MILD STEEL DOWEL BARS, FIXING IN PVC SLEEVES AND PLACING ON RCC PAVEMENT AND OTHER AREA ALL COMPLETE AS PER DRAWING, SPECIFICATION AND INSTRUCTION OF ENGINEER. PVC SLEEVE WILL BE PAID SEPARATELY IN RELEVANT ITEM. ROADWORK/CIVIL, LPG PROJECTS.

S&L 25 mm PVC pipe sleeve — 25 MM PVC PIPE SLEEVE: PROVIDING AND LAYING OF 25 MM DIAMETER MEDIUM GRADE PVC PIPE SLEEVE WITH END CAPS FOR FIXING OF 20 MM DOWEL BARS ALL COMPLETE AS PER DRAWING, SPECIFICATION AND INSTRUCTION OF ENGINEER. DOWEL BARD WILL BE PAID SEPARATELY IN ITEM NO: 13.0. ROADWORK/CIVIL, LPG PROJECT.

S&L of Dense Bitumen Macadam 12121-BAHADURGARH LPG — SCOPE OF JOB ATTACHED.

S&L of Bitumen Concrete — SCOPE OF JOB ATTACHED.