MLA ADF 2020-21 SULTAN BATHERY LA Construction of Well Tank and other related works to Kuttichettan Memorial Water Supply Scheme in Bathery Municipality Rs1500000

Amount

CONSTRUCTION OF A WELL

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

od968497/2020_2021 : Sinking well in all Soils other than rock to lines and levels and plumb by scooping out<br>from inside and below the stiening including the use of dredgers or any other appliance,hire and labour for<br>kentledge, jetting dewatering blasting vibrating or any other method including removal of obstacles and<br>dumping the spoil within adistance of 150m well up to 4.00 TO 6.00 M m dia(outer dia ) first depth below Spring level.

od968501/2020_2021 : Sinking well in all Soils other than rock to lines and levels and plumb by scooping out<br>from inside and below the stiening including the use of dredgers or any other appliance,hire and labour for<br>kentledge, jetting dewatering blasting vibrating or any other method including removal of obstacles and<br>dumping the spoil within adistance of 150m well up to 4.00 m to 6.00m dia(outer dia ) first depth below Spring level.(below3.00m to 4.50m depth)

od968503/2020_2021 : Sinking well in all Soils other than rock to lines and levels and plumb by scooping out<br>from inside and below the stiening including the use of dredgers or any other appliance,hire and labour for<br>kentledge, jetting dewatering blasting vibrating or any other method including removal of obstacles and<br>dumping the spoil within adistance of 150m well up to 4.00 m to 6.00m dia(outer dia ) first depth below Spring level.(below4.50m to 6.00m depth)

od968507/2020_2021 : Sinking well in all Soils other than rock to lines and levels and plumb by scooping out<br>from inside and below the stiening including the use of dredgers or any other appliance,hire and labour for<br>kentledge, jetting dewatering blasting vibrating or any other method including removal of obstacles and<br>dumping the spoil within adistance of 150m well up to 4.00 m to 6.00m dia(outer dia ) first depth below Spring level.(below6.00 tp 7.50 depth)

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff 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

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

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

CONSTRUCTION OF OVER HEAD WATER TANK

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)

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)

6.2.2 : Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

10.11.2 : Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/centre hung, with beading and all members such as F7D, F4B, K11B and K 12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)

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

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

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

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

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

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.

PROVIDING PIPE LINE

50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

50.18.7.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall

50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall

50.18.7.5.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 Kgf/cm2- Internal work- exposed on wall

od977335/2020_2021 : Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes,<br>including jointing with PVC solvent cement-50 mm dia Ball Valve

od977336/2020_2021 : Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes,<br>including jointing with PVC solvent cement-50 mm dia Socket /coupling

od1003998/2020_2021 : 2.5 mm I S I 3 core cable

od977337/2020_2021 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,<br>including jointing with PVC solvent cement - 50 mm dia Bend

18.46.2 : Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):20 mm nominal bore

18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

od1003967/2020_2021 : Supply ,erectin testing and commissiong of open well submersible pump sets capable of lifting 100 ipm of water aganist total head of 28 mtr with accesories such as non<br>returns valve full way valve starter ,ICPT switch ,voltmeter and ammeter ,panel board etc .(approximately<br>15 HP

NAME BOARD

10.3.B : Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Bidder Name

K K SAIDALAVI