Annual Plan-EKM DP WORKS 23-24 - Poikkattussery Kolathapilly Lift Irrigation Pipeline Extention and Related Works in Nedumbassery GP-1467/24-General Civil Work

Amount

PIPE LINE EXTENTION WORK

OD349434/2023-2024:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, including trenching, refilling & testing of Joints complete as per direction of engineer in charge.200 mm dia PVC Pipe10Kgf/cm2

OD397540/2023-2024:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 200x200x200mm dia Tee 10Kgf/cm2

OD349432/2023-2024:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 200 mm dia Bend

OD349431/2023-2024:Supplying and fixing 200 to 160 mmdia PVC reducer

OD349430/2023-2024:suplying and fixing 200mm CI full way wheel valve

OD349426/2023-2024:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent,testing of Joints complete as per direction of engineer in charge.Using 160 mm dia 6 Kgf/cm2 ISI quality PVC pipe excluding cost of trenching & filling

OD349427/2023-2024:Supply and installation of 160mm dia ball valve

OD377840/2023-2024:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 160x160x160 mm dia Tee

OD377841/2023-2024:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 160 mm dia Bend

OD349428/2023-2024:Supplying and fixing 200 mmdia PVC tail piece including all accessories

OD349429/2023-2024:Supplying and fixing 200 mm dia MS Flange including all accessories

LEADING CHANNEL

15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

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

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

NAME BOARD

OD377502/2023-2024:Providing name board of average size 90 cm x 60 cm fixing with 50 mm GI pipe post including bottom concreting, painting, lettering etc.. complete as detailed below. Earth work excavation in all class of soil, PCC 1:4:8 10 cm thick, bottom pedestal of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm, support strut with 25 mm GI pipe 2 nos 50 cm, 1 mm thick MS sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.

K H RASHEED

Bidder Name

joseph km

K H RASHEED