COMP. WALL & RCC DRIVEWAY-NEW TT PARKING@PACHPADRA

MOBILIZATION FOR SOIL — BILIZATION OF ALL EQUIPMENT (MIN 1 NO. BORING RIG) REQUIRED FOR CARRYING OUT SOIL INVESTIGATION ALONG WITH ALL TOOLS AND PLANTS ACCE ORIES, MATERIALS, PERSONNEL, SUPERVISION AT SITE INCLUDING SETTING UP BORING RIG, SHIFTING TO DIFFERENT BORE HOLES POINTS AND SETTIN UP THE BORING/ DRILLING RIG AT EACH LOCATION ETC. AND ALSO INCLUDING SUBSEQUENT DEMOBILIZATION AND REMOVAL OF THE SAME FROM SITE AFT COMPLETION OF WORK IN ALL RESPECT AS PER DIRECTION OF EIC. MOBILIZATION OF ALL TOOL, TACKLES, MACHINERY ETC. REQUIRED FOR THE JOB T L COMPLETION OF THE JOB AND DEMOBILIZING THE SAME AFTER WORK COMPLETION ALSO INCLUDES SITE OFFICE AND MANPOWER ETC. SOIL TESTING JOB O BE CARRIED AT PROPOSED SITE AT LOCATION AS DIRECTED BY EIC/ARCHITECT. ALL INSTRUMENTS AND EQUIPMENTS MOBILIZED AT THE SITE SHALL H E VALID CERTIFICATIONS AND THE SAME TO BE APPROVED BY THE EIC BEFORE COMMENCEMENT OF THE JOB.

EXPLORATORY BORE HOLE — ORING OF EXPLORATORY BORE HOLES OF DIA 150 MM NOMINAL DIAMETER UPTO THE DEPTH OF 20 METER BY ROTARY DRILLING EQUIPMENTS THROUGH ALL PES OF SOIL (INCLUDING MURRUM, SOFT DISINTEGRATED & WEATHERED ROCK BUT EXCLUDING HARD ROCK) UP TO THE TOP OF HARD ROCK SURFACE OR RE SAL WHICHEVER IS EARLIER IN THE AREA OF THE PROPOSED STRUCTURES AND ALSO INCLUDING HIRE CHARGES OF TOOLS, PLANTS AND PERSONNEL ETC C PLETE. JOB INCLUDES DEWATERING, IF REQUIRED FOR CARRYING OUT SOIL INVESTIGATION. & AT OTHER PROPOSED FACILITIES AS DIRECTED BY EIC/A HITECT. THE ENTIRE JOB TO BE CARRIED AS PER LATEST INDIAN STANDARD SPECIFICATION AND AS PER ATTACHED SPECIFICATION.*SPT TEST TO BE NDUCTED AT EVERY 1.5 METER INTERVAL IN STAGERED MANNER AS MENTIONED IN STANDARD SPECIFICATION IN TENDER DOCUMENT.*IN CASE SIDE FALL S NOTICED, STEPS SHALL BE TAKEN IMMEDIATELY TO STABILISE THE HOLES BY USING BENTONITE SLURRY OR BY CASING PIPES"

SAMPLE TESTING AT LAB — OLLECTION OF SAMPLE AND CONDUCTING LAB TEST AS MENTIONED BELOW - 3.1 ATTERBERG LIMITS ( 2 SAMPLES TEST)3.2 NATURAL MOISTURE CONT TS ( 2 SAMPLES TEST)3.3 DRY BULK DENSITY AND VOID RATIO (2 SAMPLES TEST)3.4 SPECIFIC GRAVITY ( 2 SAMPLE TEST)3.5 GRAIN SIZE ISTRIBUTION (2 SAMPLE TEST)3.6 TRIAXIAL TESTS ( 2 SAMPLE TEST)3.7 UNCONFINED COMPRESSION TEST ( 2 SAMPLE TEST)3.8 FREE SWELLI INDEX ( 2 SAMPLE TEST)3.9 SWELLING PRESSURE TEST ( 2 SAMPLE TEST)3.10 CONSOLIDATION TESTS ( 2 SAMPLE TEST)3.11 CHEMICAL TESTS H, SULPHATES, CHLORIDES) ( 2 SAMPLE TEST)3.12 CHEMICAL TESTS (SUITABILITY FOR CONSTRUCTION) ( 2 SAMPLE TEST)3.13 CBR TESTS FOR SUB RADE SOILS (3 POINT TESTS) ( 2 SAMPLE TEST)3.14 PROCTOR DENSITY TESTS ( 2 SAMPLE TEST)3.15 LEVELS & CO-ORDINATES OF TEST LOCATION TO BE MENTIONED FOR EACH LOCATION OF BORE HOLE, FCBR, STATIC CONE PENETRATION TEST, VANE SHEAR TEST, ERT AND LOCATION OF SAMPLE WITH OORDINATE FROM TOTAL STATION. "

CBR TEST — NDUCTING CBR TEST OF SUBGRADE SOIL

STATIC CONE PENETRATION — NDUCTING STATIC CONE PENETRATION TEST

PLATE LOAD TEST — NDUCTING PLATE LOAD TEST AS PER IS 1888 (1982)

VANE SHEAR TEST — NDUCTING VANE SHEAR TEST ON SOIL AS SPECIFIED ON SOFT TO FIRM CLAYS AND SENSITIVE CLAYS

ELECTRICAL RESISTIVITY — NDUCTING EARTH RESISTIVITY TESTS FOR DEPTH OF 15 METERS AS PER SPECIFICATION

REMOVAL OF RCC PILE — MOVAL OF PILE CONCRETE BLOCKS AND CARTING AWAY FROM SITE. SCOPE INCLUDES TRANSPORTING AND DISPOSAL OF PILE BLOCKS AT AN UNOBJECTIONA E LOCATION OUTSIDE PLANT BOUNDARY AS DIRECTED BY THE ENGINEER. COST SHALL BE INCLUDING ALL LABOR, MACHINERY, TOOLS FOR DISMANTLING, ANSPORTATION, LOADING/UNLOADING, DISPOSAL ETC COMPLETE.

EXCAVATION - UPTO 2M — RTHWORK: EARTHWORK IN EXCAVATION UPTO 2M DEPTH AS REQUIRED AND DIRECTED, IN ORDINARY SOILS INCLUDING SOFT ROCK / DISINTEGRATED ROCK, N BOTH DRY AND WET CONDITIONS, INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, SHORING, STRUTTING, SLUSH REMOVAL, INCLU NG BACKFILLING IN ALL POSITIONS, IN LAYERS OF 150MM AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIFICATIONS WHEREVER REQUIRED, I FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE APPROVED SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHER INCLUDING DRESSING AND LEVELING, WATERING AND MECHANICAL COMPACTION ETC., TRANSPORTING AND DISPOSAL OF SURPLUS EXCAVATED EARTH WITHI OUTSIDE PLANT BOUNDARY AS DIRECTED BY THE ENGINEER. (THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICAL EXCAVATION VOLUME ONL AS PER DRAWING I.E. FOR VOLUME OF BLOCK OF EXCAVATION HAVING THE ACTUAL DEPTH AND MAXIMUM BOTTOM DIMENSIONS OF THE FOUNDATION/ STRUC RE).THE CONTRACTOR SHOULD TAKE INTO ACCOUNT IN HIS RATE THE PROVISION FOR ANY EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, STEPS, OPING, ETC., REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES/ WORKING SPACE, STEPS, ETC.). LOWE NG OF WATER TABLE BY WELL POINT SYSTEM ALSO INCLUSIVE IN THE SCOPE OF WORK AS PER DIRECTION OF EIC. NO SEPARATE PAYMENT WILL BE MADE Y HPCL FOR LOWERING OF WATER TABLE BY WELL POINT SYSTEM OR BAILING OUT SURFACE OR SUBSOIL WATER. SCOPE ALSO INCLUDES PROVIDING AND I TALLING APPROVED TYPE OF "SHORING AND STRUTTING" BY OPEN/ CLOSE TIMBERING METHOD FOR ALL DEPTHS TO RETAIN EARTH INCLUDING DISMANTLIN AND REMOVAL OF THE SAME ETC. FROM SITE AFTER COMPLETION OF WORK ETC. ALL COMPLETE AS DIRECTED. NO SEPARATE PAYMENT WILL BE MADE BY H L FOR SHORING STRUTTING.