Transferring and stacking of Bench Mark/Control Pillar on ground, Setting out finalized alignment, setting out and demarcation of ROW on Ground and Assistance to Land Acquisition activities for execution, implementation and maintenance of Part of East-West Dedicated Freight Corridor (EWDFC) from New Bhestan to Navapur as well as connectivity lines & station yards etc, with in jurisdictions CGM- Surat Unit.

Item Breakup - A-(Land Acquisition work)

Item Breakup - B-(Item Directory - ER USSOR-2021)

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 21011: 0m to 10m

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 21012: 10m to 20m WDFC FIELD UNIT-VADODARA-CIVIL/WDFC

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 21013: 20m to 30m

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area. 21014: 30m to 40m

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. 21021:0m to 10m

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. 21022:10m to 20m

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. 21023:20m to 30m WDFC FIELD UNIT-VADODARA-CIVIL/WDFC

371.00 to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR. 21024:30m to 40m

186.00 drill bore hole through flowing/standing water through river bed up to water depth of 1.5m, and dismantling after completing work and removing from the site to clear the water way

186.00 in all types of hard rock (fresh rock) and collection of rock core samples from boreholes and preserving in boxes 21051:0m to 10m

186.00 in all types of hard rock (fresh rock) and collection of rock core samples from boreholes and preserving in boxes 21052:10m to 20m

8.00 110379.86 Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit. 21062: Plate size 45cm x 45cm

determination Bearing Ratio as per IS: 2720

93.00 undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labelling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS.2720.

93.00 disturbed samples of soil from bore holes, including provision of air transporting the samples to laboratory. Samples shall be collected as per IS:2720.

619.00 IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge

analysis including Hydrometer Each analysis

Each WDFC FIELD UNIT-VADODARA-CIVIL/WDFC

93.00 samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value.

93.00 to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH valu Total 17080376.28