Construction of a new pump house for Thuruthikkara Lift Irrigation Scheme

Amount

Appendix A

2.8.1 : Earth work excavation in all kinds of soil 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 etc complete as per the direction of departmental officers at site

4.1.8 : Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) excluding the cost of centering and shuttering,all work up to plinth level etc complete as per the direction of departmental officers at site

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) etc complete as per the direction of departmental officers at site

60.2.1 : Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m etc complete as per the direction of departmental officers at site

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ) excluding the cost of centering, shuttering, finishing and reinforcement,all work up to plinth level etc complete as per the direction of departmental officers at site

5.2.2 : Reinforced cement concrete work of grade 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). up to floor five level excluding cost of centering, shuttering, finishing and reinforcement etc complete as per the direction of departmental officers at site

5.9.1 : Centering and shuttering including strutting, etc. and removal of formwork, etc for mass concrete etc complete as per the direction of departmental officers at site

5.9.3 : Centering and shuttering including strutting, etc. and removal of formwork etc complete as per the direction of departmental officers at site

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,etc complete as per the direction of departmental officers at site

5.9.6 : Centering and shuttering including strutting, etc. and removal of formwork for Columns etc complete as per the direction of departmental officers at site

5.22.6 : Steel reinforcement for R.C.C work using Thermo - Mechanically Treated bars of grade Fe-500D or more including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc complete as per the direction of departmental officers at site

50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 as per the direction of departmental officers at site

50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete as per the direction of departmental officers at site

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 using Second class teak wood etc complete as per the direction of departmental officers at site

14.29 : Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows etc complete as per the direction of departmental officers at site

9.53 : Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) etc complete as per the direction of departmental officers at site

50.13.1 : Providing and laying 9 mm thick cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete as per the direction of departmental officers at site

13.1.1 : Providing and Laying 12 mm thick cement plaster of mix:1:4 ( 1 cement : 4 fine sand)etc complete as per the direction of departmental officers at site

13.7.1 : Providing and laying 12 mm thick cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)etc complete as per the direction of departmental officers at site

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 etc complete as per the direction of departmental officers at site

50.9.6.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters etc complete as per the direction of departmental officers at site

10.6.1 : 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.80x1.25 mm M.S. laths with 1.25 mm thick top cover etc complete as per the direction of departmental officers at site

9.117.1 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification etc complete as per the direction of departmental officers at site(Extruded section profile size 48x40 mm)

9.118.1 : Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification andetc complete as per the direction of departmental officers at site( For W.C. and bathroom door shutter).

9.72.4 : Providing and fixing bright finished brass butt hinges with necessary screws etc. complete:100x70x4 mm (ordinary type) etc complete as per the direction of departmental officers at site

9.97.5 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm etc complete as per the direction of departmental officers at site

50.9.15.5 : Providing and fixing iron hooks and eyes: 100 mm etc complete as per the direction of departmental officers at site

50.9.15.3 : Providing and fixing iron hooks and eyes : 200mm. etc complete as per the direction of departmental officers at site

17.2.1 : Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid etc complete as per the direction of departmental officers at site

50.18.9.19.2 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall etc complete as per the direction of departmental officers at site

50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend etc complete as per the direction of departmental officers at site

50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee etc complete as per the direction of departmental officers at site

50.18.9.17.2 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2- External work - exposed on wall etc complete as per the direction of departmental officers at site

50.18.9.20.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl etc complete as per the direction of departmental officers at site

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 etc complete as per the direction of departmental officers at site

13.85.1 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood ) having VOC content less than 50 grams/ litre etc complete as per the direction of departmental officers at site

13.85.2 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre etc complete as per the direction of departmental officers at site

13.85.3 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre etc complete as per the direction of departmental officers at site

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work etc complete as per the direction of departmental officers at site

51.19.ST1 : Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)<br>1. Below 15 flush capacity etc complete as per the direction of departmental officers at site

13.71 : Lettering with black Japan pint of approved brand and manufacture etc complete as per the direction of departmental officers at site

9.76 : Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc complete as per the direction of departmental officers at site

App B Demolishing works to old Pump house

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 etc complete as per the direction of departmental officers at site

15.28.1 : Dismantling roofing G.S.Sheet including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead etc complete as per the direction of departmental officers at site

15.14.1 : Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead:Of sectional area 40 square centimetres and above etc complete as per the direction of departmental officers at site

15.33 : Dismantling wooden ballies in posts and struts including stacking within 50 metre lead etc complete as per the direction of departmental officers at site

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead etc complete as per the direction of departmental officers at site

od6345/2020_2021/IA : Engaging man mazdoor for clearing and cleaning the site etc complete as per the direction of departmental officers at site

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: etc complete as per the direction of departmental officers at site

5.9.1 : Centering and shuttering including strutting, etc. and removal of form formwork etc complete as per the direction of departmental officers at site

5.22.6 : Steel reinforcement for R.C.C work using Thermo - Mechanically Treated bars of grade Fe-500D or more including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc complete as per the direction of departmental officers at site

2.8.1 : Earth work excavation in all kinds of soil 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 etc complete as per the direction of departmental officers at site

60.7.1 : Dry rubble masonry 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

60.2.1 : Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m etc. complete as per direction of Departmental officers at site

4.1.3 : Providing and laying in position cement concrete of specified grade 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)excluding the cost of centering and shuttering - All work up to plinth level: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 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Bidder Name

SIYADMON P A