Manjeri Municipality Annual Plan 2021 22 project No 789 Kolarkunnu Drinking water supply

Amount

APPENDIX-A

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

od1683229/2021_2022 : Earth work excavation by mechanical meams (hydraulic excavator)mannual means over areas (exeeding<br>30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposel of excavated earth, lead up<br>to 50 m and lift from 1.5 m to 3.0m, disposed earth to be levelled and neatly dressed all kinds of soil (first<br>depth 1.5 m to 3.00m) (2.6.1.=1x2.26.1)(Dar 2016)

od1683230/2021_2022 : Earth work excavation by mechanical meams (hydraulic excavator)mannual means over areas (exeeding<br>30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposel of excavated earth, lead up<br>to 50 m and lift from3 m to 4.5m, disposed earth to be levelled and neatly dressed all kinds of soil<br>(second depth 3 m to 4.5m) (2.6.1.=1x2.26.1)(Dar 2016)

od1683231/2021_2022 : Earth work excavation by mechanical meams (hydraulic excavator)mannual means over areas (exeeding<br>30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposel of excavated earth, lead up<br>to 50 m and lift from4.5 m to 6m, disposed earth to be levelled and neatly dressed all kinds of soil (third<br>depth 4.5 m to 6.00m) (2.6.1.=1x2.26.1)(Dar 2016)

od1683232/2021_2022 : Earth work excavation by mechanical meams (hydraulic excavator)mannual means over areas (exeeding<br>30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposel of excavated earth, lead up<br>to 50 m and lift from6.0 m to 7.5m, disposed earth to be levelled and neatly dressed all kinds of soil<br>(Fourth depth 6.0 m to 7.50m) (2.6.1.=1x2.26.1)(Dar 2016)

od1691223/2021_2022 : Earth work excavation by mechanical meams (hydraulic excavator)mannual means over areas (exeeding<br>30 cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposel of excavated earth, lead up<br>to 50 m and lift from6.0 m to 7.5m, disposed earth to be levelled and neatly dressed all kinds of soil<br>(Fourth depth 7.50 m to 9.00m) (2.6.1.=5x2.26.1)(Dar 2016)

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

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

2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.

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

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

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)

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

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

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

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

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

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)

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

50.18.9.8.1 : 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. 75 mm dia 6 Kgf/ cm2

50.18.9.21 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow

50.18.9.21.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend

50.18.9.21.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee

18.59.2 : Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):80 mm dia

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.

P. M Abdul kareem

MUHAMMED ANSAR N

Bidder Name

P. M Abdul kareem

Rashid K

MUHAMMED ANSAR N