Boundary Wall Manmad

EXCAVATION IN EARTH UPTO — Excavation for foundation upto required depth below existing ground level up to 1.5m in any tyoe odf soil except hard rock. Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etccompacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete. The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.

EXCAVATION - 1.5 TO 3 M — Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, foundation, trenches/plinth beam etc compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.EXCAVATION IN EARTH BETWEEN 1.5 TO 3 M

PCC 1:4:8 — Providing and laying PCC 1:4:8 using 40 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming , curing etc complete.

RCC 1:1.5:3 -COLUMNS / — Providing , mixing and placing REINFORCEMENT CEMENT CONCRET 1:1.5:3 mix using 20 mm and down size graded crushed aggregate including providing and fixing necessary plywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant specifications of IS 456 - Latest Edn. RCC 1:1.5:3 FOR COLUMNS / BEAMS

REINFORCEMENT STEEL — Supply ,fabrication, hoisting and placing in position HYSD reinforcement bars conforming to IS1786 -Latest Edition Minimum Grade FE 415 or higher grade TMT bars of same grade as per detailed drawing and specifications including cutting, bending, cranking and tying with 18 SWG black annealed binding wire complete. The rates shall be applicable for all heights and depths. Payment shall be made as per reinforcement drawings and with theoretical weights only including all authorised laps. No paymenst shall be made for chairs, spacers & hooks.Weight of Binding wire shall not be considered for payment.

BRICK MASONRY — BRICK MASONRY WORKS :Providing and constructing following brick masonry in CM 1:5 using first quality bricks of Class designation 35 (35 KG / SQCM minimum) and conforming to IS-1077-1986 including providing all openings and projections , raking the joints to 1 cm deep, scaffolding, soaking of bricks in water prior to use and curing etc complete as per specifications but for superstructure above Plinth level including scaffolding.

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.

PLASTERING 20MM THK — Providing and laying average 20 mm thick sand faced cement plaster in Two Coats 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. Apply 12 mm thick coat of CM 1:4 mixed with approved make water proofing compound mixed as per manufacturer's specifications as 1st coat and leaving the surface rough. Apply 2nd coat of 8 mm thick of CM 1:4 and finishing the surface by rubbing with sponge till uniform texture is obtained.

ACRYLICEMULSION — ACRYLIC EMULSION PAINT (EXTERIOR GRADE) Providing and applying 3 coats of acrylic anti fungal cement paint including primer of approved make & shade to all the exterior surfaces as per manufacturer's specifications including providing necessary scaffolding, curing , etc. complete. If additional coats are required to obtain uniform finish, the same shall be carried out at no extra,cost as directed by Engineer In Charge. General specifications/guidelines given under WHITEWASH item also to be followed, as applicable.

DSGN & SPLY OF STRL STEEL 11397-MANMAD IRD — SUPPLYING, FABRICATING, ERECTING IN POSITION AND TESTING/EXAMINING AT ALL LOCATIONS AND LEVELS, BOLTED AND/OR WELDED STRUCTURAL STEEL WORKS USING " COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS CONFORMING TO IS:4923, GRADE YST 34 OF APPROVED MAKE" IN ALL TYPES OF TRUSSES, PURLINS, GIRDERS, SIDE RAILS, COLUMNS, RUNNERS, BEAMS, TIES, PORTALS, FRAMEWORK, BRACINGS, BRACKETS SAG RODS ETC. INCLUDING DESIGNING THE STRUCTURES AS PER DESIGN SPECIFICATIONS, PREPARATION OF DRAWINGS SHOWING THE NECESSARY LOADING, DESIGN AND DETAILED FABRICATION DRAWINGS, AND GETTING THE DESIGN CALCULATIONS AND DESIGN DRAWINGS REVIEWED, PRIOR TO TAKING UP ANY FABRICATION, INCLUDING ALL HANDLING, STRAIGHTENING/BENDING IF REQUIRED, CUTTING TO REQUIRED SIZE AND SHAPE, EDGE PREPARATION, WELDING AND BOLTING OF JOINTS, PROVIDING AND FIXING END CAPS, FIXING IN LINE AND LEVEL WITH NECESSARY TEMPORARY STAGING AND REMOVAL OF THE SAME AFTER ERECTION, GROUTING WITH ORDINARY/PREMIX FREE FLOW NON-SHRINK GROUT AS SPECIFIED, PREPARING THE EXPOSED SURFACES FOR PAINTING AND APPLYING SHOP PRIMER AND MINIMUM TWO COATS OF POLYURETHANE PAINT OF APPROVED MAKE ALL COMPLETE AS PER SPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE. VASHI WOT Manadatory: No 1 DISMAN BRICK/PCC/STONE 11588-VASHI TML ( STP - 0491) Cubic Meters 250 27AAACH1 Yes MASONRY 118B1ZC DISMANTLING OF BRICK/PCC/STONE MASONRY: DISMANTLING OF BRICK MASONRY, PLAIN CEMENT CONCRETE, STONE MASONRY: SITE CLEARANCE BY DEMOLITION OF RCC/BM/STONE MASONRY ALONG WITH REMOVING THE DEBRIS AND DISPOSAL OF UNSERVICEABLE MATERIAL OUTSIDE HPCL PREMISES UP-TO TO ANY LEAD AND STAKING OF SERVICEABLE MATERIALS, HANDING OVER SERVICEABLE MATERIAL TO CONCERNED DEPARTMENT IF REQUIRED AS PER TECHNICAL SPECIFICATIONS AND DIRECTION OF ENGINEER-IN-CHARGE. RATE INCLUDES COST OF ALL LABOR, TOOLS, TACKLES, HIRE CHARGES, ROYALTIES, LEVIES, LEADS, LOADING/UNLOADING, TRANSPORTATION, WATER, ELECTRIC POWER, ILLUMINATION ETC. COMPLETE IN ALL RESPECTS AS PER SCOPE OF WORK, DETAILED CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS AND DIRECTION OF ENGINEER-IN-CHARGE. JOB ALSO INCLUDE HOT OR COLD CUTTING OF METAL/REINFORCED ROD ETC. ENCOUNTERED DURING THE DISMANTLING, STACKING AS PER IZE/THICKNESS AND STORAGE AT DESIGNATED PLACE INSIDE HPCL PREMISES AS DIRECTED BY EIC. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY EIC. 2 EXCAVATION OF EARTH 11588-VASHI TML ( STP - 0491) Cubic Meters 900 995433 27AAACH1 Yes 118B1ZC 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. 3 SPLY AND LAYG OF PCC 11588-VASHI TML ( STP - 0491) Cubic Meters 55 995454 27AAACH1 Yes 118B1ZC SUPPLYING AND LAYING PLAIN CEMENT CONCRETE OF VOLUMETRIC MIX 1:2:4 (1 CEMENT: 2 SAND: 4 COARSE AGGREGATES)GRADE CONCRETE WITH 20 MM DOWNGRADED COARSE AGGREGATE FOR APRONS, PITS, DRAINS, BED BLOCKS FOR GROUTING Y/U ANGLES ETC IN SUB- STRUCTURE. INCLUDING SHUTTERING IF REQUIRED) IN FOUNDATION, SCREED, APRONS, PITS, DRAINS, STEPS, ETC., AT ALL LEVEL AS PER DRAWINGS, SPECIFICATIONS AND INSTRUCTION OF ENGINEER. CONCRETE CUBES TESTED ON 28 DAYS SHALL GIVE A RESULT MEETING M-15 REQUIREMENTS OF IS 456. 4 RCC M 25 11588-VASHI TML ( STP - 0491) Cubic Meters 180 27AAACH1 Yes 118B1ZC PROVIDING & LAYING CONTROLLED M-25 REINFORCED CEMENT CONCRETE USING, 20MM & DOWN SIZE STONE AGGREGATES WITH PPC (PORTLAND POZOLANA CEMENT) AT ALL LEVELS IN FOOTINGS AND RAFT INCLUDING PROVIDING, FABRICATING AND ERECTING FORM WORK OF STEEL/PLY CONFORMING TO IS 4990 AT ALL LEVELS, HEIGHTS AND PLACES WHEREVER NEEDED/ SPECIFIED WITH ADEQUATE ADJUSTABLE STEEL PROPS AND SUFFICIENT BRACINGS AS PER APPROVED DRAWING INCLUDING STRIKING/ DE-SHUTTERING. COST TO INCLUDE SEALING THE JOINTS WITH HEAVY DUTY BROWN SELF-ADHESIVE TAPE, APPLYING MOULD RELEASING AGENTS( REBOL FROM FOSROC OR EQUIVALENT) ALIGNING TO LINE AND LEVELS INCLUDING M.S. TIES, PVC SPACER, ETC., FOR FOOTINGS & RAFT - M25. THIS ITEM IS WITH SITE BATCHING AND WILL BE USED WHEREVER IT IS NOT POSSIBLE TO USE RMC. MINIMUM TWO SETS OF SHUTTERING MATERIAL FOR SLAB SHALL BE ARRANGED BY CONTRACTOR SO THAT EACH ROOF SLAB CAN BE CAST WITHIN 20 DAYS WITHOUT DE-SHUTTERING PREVIOUS SLAB. 5 SPLY AND LAYG OF PCC 11588-VASHI TML ( STP - 0491) Cubic Meters 4 995454 27AAACH1 Yes 118B1ZC PCC 1:2:4 FOR COPING PROVIDING AND LAYING 60 MM AVERAGE THICKNESS COPING IN CC 1:2:4 MIX USING 6 TO 12 MM STONE AGGREGATE WITH 40 MM PROJECTION ON EITHER SIDE OF WALL WITH DRIP MOULD. RATE TO INCLUDE 20 MM THICKNESS PLASTER IN CM 1:4 FOR FIXING OF GLASS PIECES INCLUDING MIXING, PROVIDING NECESSARY SHUTTERING, COMPACTION AND CURING. THICKNESS OF COPING AT THE ENDS SHALL BE 40 MM AND 80 MM AT CENTRE. RATE TO INCLUDE 12MM THICKNESS PLASTERING OF COPING CONCRETE WITH 1:4 CEMENT MORTAR, PROVIDING BAND ETC. COMPLETE. 6 SPLY CONST OF BRICK 11588-VASHI TML ( STP - 0491) Cubic Meters 125 995456 27AAACH1 Yes MASONRY 118B1ZC PROVIDING AND CONSTRUCTING FIRST CLASS BRICK MASONRY IN SUB STRUCTURE AND SUPER STRUCTURE FOR ALL DEPTH AND HEIGHT, INCLUDING SCAFFOLDING, CURING ETC. (EXCLUDING PLASTER) COMPLETE AS PER SPECIFICATIONS, DRAWINGS AND AS DIRECTED BY HPCL EIC. BRICKS TOBE USED OF MINIMUM CRUSHING STRENGTH 35 KG/CM2. CEMENT SHALL BE EITHER 43 GRADE OPC OR PPC FLY ASH BASED OF HPCL APPROVED MAKE. 230 MM THICK IN CM 1:6 7 REINFORCEMENT STEEL 11588-VASHI TML ( STP - 0491) Kilograms 12 27AAACH1 Yes 118B1ZC SUPPLYING TRANSPORTING, STACKING, STRAIGHTENING, CLEANING, CUTTING, BENDING, PLACING, TYING IN POSITION (INCLUDING PROVIDING 16 GAUGE ANNEALED BINDING WIRE) HIGH YIELD STRENGTH DEFORMED ( HYSD ) TMT BARS (THERMO MECHANICALLY TREATED BARS) CONFORMING TO IS 1786 ( LATEST EDITION / REVISION ) AS REINFORCEMENT STEEL AS PER DRAWINGS, TECHNICAL SPECIFICATIONS MENTIONED IN THE TENDER & AS DIRECTED BY THE SITE-IN-CHARGE. 8 PROVIDING 20 MM OF 11588-VASHI TML ( STP - 0491) Square Meters 1300 995472 27AAACH1 Yes PLASTERING 118B1ZC SAND PLASTERING 20 MM THICKNESS: PROVIDING 20 MM THICKNESS EXTERNAL SPONGE FINISH CEMENT PLASTER WITH WATERPROOFING COMPOUND 1:4 (1 CEMENT:4 SAND) AND NECESSARY SCAFFOLDING, CURING, MAKING GROOVES, PATTA ETC. COMPLETE IN ALL LEVELS, AT ALL DEPTHS AND HEIGHTS IN TWO COATS OF 12 AND 8 MM. 2ND COATING 8 MM SHALL BE FINISHED WITH SAND FACED PLASTERING ON FACES OF WALLS, PILLARS, PROJECTION, BANDS, CORNICES, FINS, SILLS, ETC. INCLUDING RAKING OUT JOINTS IF ANY LEFT OUT, NECESSARY DABBING, CURING, SCAFFOLDING, PROVIDING CHICKEN MESH AT JUNCTIONS OF COLUMNS, BEAMS ETC. COMPLETE AT ALL HEIGHTS AS PER SPECIFICATION. RATE TO INCLUDE COST OF ALL LABOR, TOOLS, TACKLES, EQUIPMENT, HIRE CHARGES, SUPPLY OF ALL MATERIALS SUCH AS MINIMUM 43 GRADE CEMENT (OPC/PPC), COARSE SAND AND OTHER MINOR CONSTRUCTION MATERIALS AS PER REQUIREMENT WITH ALL BYE-WORKS AND SUNDRY WORKS COMPLETE AS PER DRAWINGS. JOB ALSO INCLUDES PROVIDING 12 TO 25 MM GROOVES IN PLASTER, MAKING CORRECTIONS IN EDGES OF GROOVES ETC. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE. 9 SPLY&ERECT OF STRUCTURE 11588-VASHI TML ( STP - 0491) Metric Ton 2 27AAACH1 Yes STEEL 118B1ZC STRUCTURAL STEEL :SUPPLYING, ERECTING AND FIXING IN POSITION PRE-FABRICATED STEEL STRUCTURES AT ALL ELEVATIONS FOR CANOPY USING STRUCTURAL STEEL SECTIONS ISMB/ISMC/ISA CONFORMING TO IS:2062, INCLUDING CUTTING, WELDING OR BOLTING, SUPPLY OF BOLTS/NUTS/WASHERS ETC, COMPLETE AS PER DRAWINGS INCLUDING SURFACE PREPARATION AND APPLYING ONE COAT OF ZINC PHOSPHATE PRIMER BEFORE ERECTION, ONE COAT AFTER ERECTION AND TWO COATS OF SYNTHETIC ENAMEL PAINT AS PER SPECIFICATION AFTER ERECTION AND ALL MATERIALS AND LABOUR COMPLETE. (NO WELDING IS PERMITTED AT SITE). THE RATE QUOTED SHALL INCLUDE COST OF BOLTS, NUTS, WASHERS, WELDING AND ELECTRODES AND ANY OTHER CONSUMABLES REQUIRED FOR COMPLETING THE WORK. NUT BOLT SHALL NOT BE CONSIDERED FOR PAYMENT. THEORETICAL WIGHT OF STEEL SECTIONS SHALL BE CONSIDERED FOR PAYMENT. 10 SPLY_FIXG_CONCERTINA_COI 11588-VASHI TML ( STP - 0491) Running Meter 200 995477 27AAACH1 Yes L 118B1ZC SCOPE OF JOB INCLUDES SUPPLY AND FIXING OF 600 MM CONCERTINA COIL. TOTAL CONCERTINA COIL QUANTITY REQUIRED MAY VARY +/- 10 % FROM THE PO QUANTITY. JOB INCLUDES THE REMOVAL OF EXISTING BARBED WIRE COIL FIXED ON "Y" ANGLES OVER OUTER COMPOUND WALL IF REQUIRED, AGAIN REMOVAL OF BARBED WIRE OR FIXING OF CONCERTINA COIL ON SAME WILL BE DECIDED AND INTIMATED BY EIC, PROPERLY ROLLING AND DISPOSING AS ADVISED BY OFFICER IN-CHARGE. LENGTH OF THE COMPOUND WALL ON WHICH CONCERTINA COIL IS REMOVED SHALL BE MEASURED FOR THE PAYMENT PURPOSE. THE REMOVED CONCERTINA COIL SHALL BE NEATLY ROLLED AND KEPT AS PER INSTRUCTION OF OFFICER IN CHARGE. 11 SPLY & APPLY OF EXTERNAL 11588-VASHI TML ( STP - 0491) Square Meters 1300 995473 27AAACH1 Yes PAINT 118B1ZC PROVIDING AND APPLYING TWO COATS OF EXTERNAL EMULSION PAINT (APEX)OF APPROVED QUALITY AND SHADE, AT ALL LOCATIONS OVER AND INCLUDING A PRIMING COAT OVER WALL SURFACE, BANDS, PARAPET ETC. INCLUDING PREPARATION OF SURFACE COMPLETE WITH ALL BYE WORKS COMPLETE AS PER SPECIFICATION AND DIRECTION OF THE ENGINEER. (ADMINISTRATION BUILDING).