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| 1 | Demolishing stone rubble masonary(in cement morter) manually by nechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of EIC |
| 2 | dismantling of RCC works carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement barc and disposal of unserviceable |
| 3 | Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as perdirection of EIC |
| 4 | Dismantling Bituminous road including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead bituminous road |
| 5 | Dismantling manually by mechanical means including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead as per direction of EIC WBM road |
| 6 | Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Debris Beyond 2 Km but up to and including 3 km |
| 7 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc From 0.00 to 1.50 m depth from average ground level |
| 8 | From 1.50 to 3.00 m depth from average ground level |
| 9 | Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.Soil |
| 10 | Labour charges for murum filling under floors of specified thickness in layers of not exceeding 150 mm thickness including consolidation etc. complete (using murrumavailable at BARC campus with a lead of up to 4 Km) Note: a) Only compacted volume will be measured and paid, b) Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. |
| 11 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as Note : a) The contractor’s quoted rate for approved rubble brought from outside shall include the royalty as per the prevailing Government rates. Any increase in prevailing230mm With outside materialdirected by the Engineer-in-charge |
| 12 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete at all levels |
| 13 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. Note: (1) Form work & reinforcement steel&M.S. edge angle shall be measured and paid for separately under relevant item. |
| 14 | Providing and laying in position PLUM Concrete with 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformly as per directions of the Engineer-in-Charge including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels |
| 15 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels for sub structureUpto and including 32mm dia reinforcement: Using TMT bars of specified grades. TMT bars to be supplied as per technical specification in tender bookusing virgin materials and as directed by Engineer-In-Charge. |
| 16 | Upto and including 32mm dia reinforcement: Using TMT bars of specified grades. TMT bars to be supplied as per technical specification in tender bookusing virgin materials and as directed by Engineer-In-Charge. |
| 17 | Providing 20 mm thick plastering using Ready mix external plasteringwith waterproofing compund in it of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 18 | Providing Structural steel work in M.S Plain Plates and chequered Plates for Embedded Parts, Trench Covers, Connection plates etc. Including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. Including cost of |
