REPLACING /SHIFTING OF EXIS...

15.1 Excavation for structures earth work in excavation of foundation of structures as per drawing and technical specifaication including setting out construction of shoring andbracing removal of stumps and other deleterous matter dressing of sides and bottom and back filling with approved matter dressing of sides and bottom and backfilling with ordinary soil 2.1 mechanical means

[5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. [Through Rate]

[5.58.2]Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : 2. Above 150 mm diameter [Through Rate]

[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]

[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]

[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]

Supplying, Designing, Fabricating and laying MS special strictly as per IS-7322-1985 with 10 mm thick M.S plate by cutting, welding as per IS:3589-1991 inside 300 micron bituminous tape coating designed for jointing with 1000mm i/d PSC main with the help of rubber ring complete in all respect at a field test pressure of 6 kg/cum2 complete in all respect including cost of carriage loading unloading welding fitting material, labor, machinery and other charges but excluding GST and deduction of old crap if any as per entire satisfaction of engineer-in-charge.(The angle in case of bends are subject to exact requirement of site) Bend 1200mm i/d for all type and angles.

Supplying and laying Pre-stressed concrete cylinder (PCC) pipe 1200mm dia with 10 Kg./cm2 Field Test Pressure as per IS code 784:2019 upto latest amendments and hydra/ crane charges by taking carriage capacity 22 meter pipe per day as per specification as per clause 2900 of MORTandH specifications complete in all respect including cost of carriage, loading, unloading, material, labor, machinery and other charges but excluding GST and deduction of old crap if any as per entire satisfaction of Engineer-in-charge