GENERAL-Urgent Special repair works at IMCH-Replacement of Sewage Waste line and connected works-General Civil Work

Amount

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

OD172035/2022-2023: Driving down coconut piles 200mm to 300 mm to approved lines and levels through various strata including cost and conveyance of piles, all hire and labour charges for fixing stage/platform and all other appliances necessary for pile driving after pointing the bottom end and up to 8 m depth below ground level

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats

4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD194002/2022-2023:Providing and fixing PVC pipes (Supreme or equivalent make) including jointing of pipes with one step PVC solvent cement, excluding trenching and including refilling & testing of joints complete as per direction of Engineer in Charge. 200 mm dia 6 Kgf/cm2

OD194007/2022-2023:Providing and fixing PVC moulded fittings / accessories (Supreme or equivalent make) for Rigid PVC pipes, including jointing with PVC solvent cement - 200 mm dia 45 degree Elbow

OD194008/2022-2023:Providing and fixing PVC moulded fittings/ accessories (Supreme or equivalent make) for Rigid PVC pipes, including jointing with PVC solvent cement- 200 mm dia Bend

OD194004/2022-2023:Providing and fixing PVC moulded fittings/accessories (Supreme or equivalent make) for Rigid PVC pipes, including jointing with PVC solvent cement - 200 mm dia Socket/ coupling

OD179368/2022-2023:Providing shoring with MS sheet for protecting the sides of existing wall of 6 m height using 6mm thick MS sheet 0.50 m wide stiffners on edges with 50x50x6 mm MS angles on either side one after another in lines and levels with suitable pile driving equipments for a depth of 0.50m below the bottom of proposed excavation and 0.50 m above ground level suitably braced by horizontal wailing pieces of 150x75x8 angles on either sides at intervals not exceeding1.50m interval and horizontal screw type jack strut at 1.50m interval and maintaining the shoring throughout the period of construction and removing the same after completion of work

OD180011/2022-2023:Filling and spreading coarse sand in uniform layers to act as a cushion layer under the pipe as per direction of site Engineer-in-charge

K M Babu

Bidder Name

AK.DINESHAN

K M Babu