Kochi municipal CorporationMOE6/6585/19 non conventional seweage system in div 15

Amount

Laying and Jointing PVC Pipe. Heading

1.Price schedule for sewage pumping station -Civil 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 sq m on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. All kinds of soil

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

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)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work up to plinth level

Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately .Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

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

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

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

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

Centering and shuttering including strutting, etc. and removal of form for Well staining

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

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)

20 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

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

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

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

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sq m)

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. G.I. pipes

2. Price schedule for sewage pumping station -Mechanical Supply, erection, testing &commissioning of submersible sludge pump set of approved make and with ISI mark having a discharge of 15 LPS against ahead of 10 M (4 HP) including necessary piping for suction & delivery, sluice valve reflex valves, pressure gauge, electrical works, starters etc. as per the specifications of electrical inspectorate

Supply ,fixing and testing 2T capacity chain pulley block of approved make

Electro magnetic Flow meter

Supply of capacitance type Electronic level indicator. This shall be installed in the sump for measuring level of water. The digital indicator shall be installed in the pump house

Supply of Fire Extinguisher

Providing and fixing stainless steel course bar screen of approved make

Providing and fixing 500mmx500mm C I Gates

3 Price schedule for sewage pumping station -Electrical Supplying and fixing 4 way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing 63 A rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of 4 poles in the existing MCB DB complete with connections, testing and commissioning etc. as required

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required

Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia. including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Providing and Laying of 4x10 sq mm PVC insulated power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required

4 Price schedule for EXCAVATION FOR SEWERS PIPE LINE, TIMBERING AND ROAD REINSTATEMENTS Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

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

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3

Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge

Dismantling 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:Water bound macadam road

Demolishing cement concrete manually / by mechanical means including disposal of material within 50metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Making Good The bitumen Course including supply of extra quantities of materials i e aggregates moorum screening red bajri and labor required (MOE.7-3613/17

Making Good Metal Road including supply of extra quantities of materials ie, aggregate moorum screening red bajri and labor required

Making good concrete road including supply of extra quantities of materials ie, cement , sand ,aggregates and labor required

Supply of 200mm HDPE PE-80/100 (PN6) sewage pipes confirming to IS: 14333, Excavation of the pit at the entry and exit providing shoring for excavated pits, Hire charges for HDD machine including cost of mobile oil, diesel consumption and other materials including complete accessories and shifting at site, Jointing of HDPE pipes Testing of pipes after laying the pipes etc complete 200 mm dia HDPE Pipe

250 mm dia HDPE Pipe

315 mm dia HDPE Pipe

5. Price schedule for PIPE LINE WORKS Supply Laying Jointing Field Testing Commissioning Complete at site of HDPE. PE100 Grade Compound 6.0kg/sqm as per IS 14333 and specifications for water application including all cost of material laour required transportation loading unloading and stacking etc complete 110 mm dia pipes

125 mm dia pipes

140 mm dia pipes

160 mm dia pipes

180 mm dia pipes

200 mm dia pipes

225 mm dia pipes

250 mm dia Pipes

280 mm dia pipes

315 mm dia pipes

Providing granular bedding having width = outer dia of pipe (Bc) +500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and hunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheave, 20 to 50 % passing through 10mm sheave and 100 % retain on 6.3mm sheave, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for PVC/HDPE pipes of various sizes as per drawing and or as directed by Engineer.

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)

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

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

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

Fencing one side of trenches,1.5m height with two rows of 10cmplastic caution tape in vertical casuarinas poles fixed at 2m intervals

6.Price schedule for MANHOLES AND ANCILLARY WORKS 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

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

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

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

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

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)

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

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)

EHD - 35Circular shape 560 mm internal dia

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design

7.Price schedule for INTERCONNECTION FROM ROAD SIDE CHAMBER TO MANHOLE&HOUSE SERVICE CONNECTIONS A. INTERCONNECTION FROM ROAD SIDE CHAMBER TO MANHOLE Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer 90 mm dia (OD)

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm diameter

B.HOUSE SERVICE CONNECTIONS Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer 90 mm dia (OD)

Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5

SEPTIC TANK PRE-CAST Providing, fixing and constructing pre-cast RCC M-40 grade, RCC Septic Tank 1: size 1.5 x 0.75 x 1.0 m for 5 users, Capacity 500 litres

Providing, fixing and constructing pre-cast RCC M-40 grade, RCC Septic Tank 1: size 2.0 x 0.9 x 1.0 m for 10 Users Capacity 1000 liters

8. Price schedule for MISCELLANEOUS WORKS Providing and fixing in position FRP Flexible ISI marked sheet of 2 mm thick available locally in rolls shall be laid between water supply lines and sewer lines, wherever sewer line is unavoidably passing over a water supply line or as directed by the Engineer

Fencing one side of trenches,1.5m height with two rows of 10cmplastic caution tape in vertical casuarinas poles fixed at 2m intervals

Dewatering charges for laying and jointing of pipes in watery situations in trenches including cost of machinery , labour charges etc complete with all leads as per specification and as directed by the Engineer for pipes diameters up to 600 mm

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)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

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

Utility Shifting : Repairing the damaged of water supply pipeline, electrical cable ,telephone pole, utility lines, water supply pipe line ,sewerage pipe line etc, during the excavation and laying of drainage and sewerage pipe

Emptying of septic tank/soakage well etc , disposing of de silted sludge within a lead of 10 km by mechanical transport including loading, unloading at septage treatment plant site , cleaning of site etc

9. 0 Price schedule for the CONSTRUCTION OF SEWAGE TREATMENT PLANT Design, Supply, Engineering, Procurement, Construction, Erection Testing and Commissioning Sewage Treatment Plant(Non conventional sewage system- liquid part of sewage only) of 1.5mld Capacity based on Sequential Batch Reactor (SBR) Technology to treat municipal sewage waste to meet the disposal norms as prescribed by CPCB/SPCB/Corporation authorities.

10. Price schedule for the OPERATIONAL AND MAINTENANCE COST FOR 5 (Five) YEARS Operation & Maintenance of the whole sewerage system(sewage pumping station ,sewer line system, sewage treatment plant etc.) by engaging required operating staff, necessary accessories, chemicals and other materials but excluding electricity charges

For 1st year

2nd year

3rd year

4th year

5th year