Providing Precast cover slab for Amar nagar and laying paver block from Kannan street to MES street end EB road in ward no 33 zone 4 Tamabaram City Municipal Corporation

Dismantling the existing Reinforced cement concrete including all labour charges and equipment charges etc complete

Sand and Silt under water (SS20B) Earth Work Excavating and depositing on bank with intial lead of 10 m & initial lift of 2m in slush and silt under water upto 0.75m depth requiring the aid of baskets and vessels etc. complete (SS20B)

Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

Supply and fixing of RCC Precast slab 150 mm thick with Top Checked Design with Red oxide colour designing including cost and conveyance of all materials, steel reinforcement precast slab Hook arragnements etc complete

Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3

Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil

Carting away the surplus earth and debris to a lead of 10km.and dumping in the Corporation Land as directed during the execution.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete

Supplying And Fixing Interlocking Blocks Against Available Edge Restraints 80 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456 2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (MSand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To-Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed StoneSand (M Sand)).