REBUILD- PHASE-1-WSS TO NEDUVATHOOR PANCHAYAT AND KOTTARAKKARA MUNICIPALITY-Construction and commissioning of 9 m dia. intake well cum pump house, Transformer room, ramp and allied works.

Amount

APPENDIX A :- CONSTRUCTION OF 9.00 M DIA INTAKE WELL CUM PUMP HOUSE

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

OD58731/2025-2026:Putting up a bund having a width of 1.50m and height of 4.50m from the bed level using 1/2 split coconut piles of 30cm dia driven to a depth of 1.00 m at 1.00m intevals double rows and tied together with 1/4 split coconut strut having 2.00m long across 1.00m c/c and using 1/2 split bamboos horizontally at 30cm c/c and tying with coir yarn and packing sand filled cement bags at both sides for a width of 0.50m then both sides packing with Polythene sheet inside portion of filling clay and filling the inside portion with puddle clay mixed with earth at 1:1 ratio of 5 km conveyance by lorry and 100m by head load and maintaining the bund till required period and dismantling the same after completion of the work etc. complete. as per direction of deptl. officers.

2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

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

100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.

OD58708/2025-2026:Forming a raised platform near the river having internal dia 10.20 m, 2.00m width for setting the kerb using earth filled cement bags collecting local earth from the site in bags including packing in overlap possition to form an unyeilding surface and dismantling the same after casting the kerb etc complete as per the direction of engineer in charge.

OD58725/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (above water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58729/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (above water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift above 1.5m up to 3.0m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58718/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift above 1.5 m up to 3.0m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58712/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift above 3.0 m up to 4.5m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58727/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift above 4.5m up to 6.0m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58721/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift above 6.0m up to 7.5m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58716/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift above 7.5m up to 9.0m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58715/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift above 7.5m up to 9.0m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58726/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift above 9m up to 10.5m including neat banking. in all classes of soil other than all type rock to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58710/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 100m and lift up to 10.5m (9.0m to 10.5m)by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) etc. complete as per the direction of engineer in charge.

OD58709/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by excavation (in or under water) in ordinary rock and conveying and depositing the debriswithin initial lead of 50m and lift above 10.50m up to 12.0m including neat banking.to lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the spoil within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58720/2025-2026:Sinking well of diameter above 6.0m and up to 9.0m by granite rock blasting (blasting prohibited in or under water) and conveying and depositing the debries within initial lead of 50m and lift above 10.5m up to12.0m including neat banking. in lines and levels to plumb by scooping out from inside and below the stiening using necessery appliance or any other method including removal of obstacles and dumping the debries within lead up to 100mts , etc. complete as per the direction of engineer in charge.

OD58728/2025-2026:Earth work in excavation below spring level 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.<br>All kinds of soil

OD58717/2025-2026:Earth work in excavation below spring level 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 3.00 m, disposed earth to be levelled and neatly dressed.<br>All kinds of soil

OD58724/2025-2026:Earth work in excavation below spring level 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 4.50 m, disposed earth to be levelled and neatly dressed.<br>All kinds of soil

OD58714/2025-2026:Earth work in excavation below spring level 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 6.00 m, disposed earth to be levelled and neatly dressed.<br>All kinds of soil

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

5.33.2: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 above plinth level upto floor V level

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.

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

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

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

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

5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

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

50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

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)

7.34:Extra for laying stone work in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note:- The quantity will be calculated by multiplying the depth measure from sub-soil water level upto the centre of gravity of stone work under sub-soil water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reconed correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.

50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood

OD58732/2025-2026:Supplying and providing aluminum framed ventilator with glass panel of size 0.6 m x 0.60 m including cost of aluminum frame and panel,, 4 mm glass pane, all fixtures, including coating work required if any etc complete as per the direction of engineer in charge.

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover

10.7:Providing and fixing ball bearing for rolling shutters.

10.26.3: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

13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster

13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture

13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

13.71:Lettering with black Japan pint of approved brand and manufacture

10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

OD58719/2025-2026:Supplying, erection, testing, trial run commissioning a high-quality grantary crane of capacity 10.0 Ton and a lift of 7m including the cost of all accessories, for operating the equipment conveyance and loading/unloading charges- , Installation and commissioning of and providing Structural steelwork riveted, bolted or welded in built-up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.It can move in circular motion and East-west, North-south directions and lift pump from any position in the pump house.

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

100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 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 50m, in all kinds of soil.

2.16.3:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m

100.98.123:Supply of DI K9 Pipe Conforming to IS 8329/2000, 500mm Dia.

100.14.9:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 500mm diameter Ductile Iron Class K-9 Pipes.

18.83.11:Labour for cutting C.I. pipe with steel saw.500 mm diameter C.I pipe

OD58711/2025-2026:Providing M S Strainer at the mouth of 500 mm DI K9 leading pipe laid in the river bed portion and fixing permanently with

18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

18.30.11:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:500 mm diameter pipe

18.70.9:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:500 mm dia pipes

100.98.467:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 500mm.

100.31.2.11:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 500mm diameter, Class II.

OD58713/2025-2026:Supplying and fixing C.I with cover and frame for manholes:560 mm diameter ( heavy duty) the weight to be not less than 208 kg

OD58722/2025-2026:Fabricating and providing valve controlling mechanism for 500 mm sluice valves -three numbers fitted inside inspection chamber by extending connection from valve head of all three valves up to walk way of pump house by MS fabrication work and making the valve operation easy by providing bearings in the extended rod and providing support with the civil structure using ISA/ISMC and making the unit functional including cost and conveyance of all materials, all fabrication charges etc. complete as per the direction of engineer in charge.

OD58723/2025-2026:Providing and fixing Cast Iron Foot Steps (Rungs) confirming to IS 5455 used as steps in Manhole & well

OD58730/2025-2026:Supplying and fixing aluminum ladder (good quality powder coated - extrusion made up of aluminum alloy C Section, grade HE 30, T6 temper, nonslip, extra grip round corrugated fluted pipe steps) suitable for fixing inside water tank of inside wall height 4.60 M and fixing the ladder permanently using concrete / rivet joint

APPENDIX B :- CONSTRUCTION OF TRANSFORMER ROOM AND APPROACH BRIDGE NEAR INTAKE WELL CUM PUMP HOUSE

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

20.1.1:Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):400 mm dia piles

OD58734/2025-2026:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 4 mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.

OD58733/2025-2026:Cutting and removing excess length of RCC piles of 400mm dia including chipping the concrete, clearing the reinforcement, conveying the cut bits of the pile and stacking the same with in a distance of 150m

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

2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

20.6.1.2:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Single pile upto 50 tonne capacityRoutine test

20.6.3.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Group of two or more piles upto 50 tonne capacityInitial test

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

5.33.2: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 above plinth level upto floor V level

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

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

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

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

5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

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

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood

50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover

10.7:Providing and fixing ball bearing for rolling shutters.

10.26.3: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

13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture

13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

5.33.1.1: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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum

G SURESH (BID ID -2253925)

Bidder Name

S.SIVAPRASAD

G SURESH