Malappuram DP Annual Plan (2019-20 and 2020-21), Project No 2228-20 Thoottappaya drinking water project at Keezhathur

Amount

Appendix 1 :Construction of Open Well

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

od190614/2019_2020 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means<br>over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of<br>excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (for<br>First depth - ie, 1.50m- 3.0m)<br>All kinds of soil

od190623/2019_2020 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means<br>over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of<br>excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (for<br>second depth - ie, 3.0m-4.50m)<br>All kinds of soil

od190628/2019_2020 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means<br>over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of<br>excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (for<br>Third depth - ie, 4.50m -6.0m)<br>All kinds of soil

od190635/2019_2020 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means<br>over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of<br>excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (for<br>Fourth depth - ie, 6.0m- 7.50m)<br>All kinds of soil

od190641/2019_2020 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means<br>over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (for Fifth depth - ie, 7.50m-9.0m)<br>All kinds of soil

od190643/2019_2020 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means<br>over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of<br>excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (for<br>Sixth depth - ie, 9.00m-10.50m)<br>All kinds of soil

50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

od191020/2019_2020 : Supplying and filling 6mm metal on the sides of well ring including all cost<br>conveyance etc..complete- modified data 2.27

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

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

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

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 : 4 graded stone aggregate 20 mm nominal size)

Appendix 2 : Construction of platform & Fixing of tank

od214586/2019_2020 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1.20 m long (0.6 m in rock and 0.6m in concrete ) including drilling holes of 20mm dia to a depth of 0.6 m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.

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

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

5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

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 : 4 graded stone aggregate 20 mm nominal size)

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Appendix 3 : Pipe line Work

od200164/2019_2020 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge. 63 mm dia. 10Kgf/cm2

od200202/2019_2020 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 10Kgf/cm2.

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2

51.18.12.5 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 40 mm nominal dia

51.18.12.6 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia

18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

Appendix 4: Pump & Pump House

od200374/2019_2020 : Supplying and fixing open well submersible pump set. Including all fittings ( delivery pipe upto 10 m, cable,foot valve, panel board with main switch, fuses,elcb,starter,earth pipe etc. ) 1 HP to 10 HP

od224742/2019_2020 : Constructing and erecting prefabricated GI sheet booth pump house with MS square pipe, GI roofing sheet, etc complete

Providing name board

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