NABARD- RIDF- XXI-(IWT- Sector) Construction of lock cum Bridge across Badagara- Mahe canal at Moozhikkal, Kozhikkode

Amount

App. A. Construction of Bridge

12.1.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means etc complete as per the direction of Departmental Engineer in charge.

od19377/2018_2019/IA : RING BUND - Putting up ring bund using driving Z type MS sheet piles of 12 m height (400x185x7.5/8.5 or equivalent -confirming to IS 2314-1986) on one side driven with minimum driving length of 6m for ensuring sufficient anchorage and horizontally braced with MS flats and angles wherever necessary and the other side with coconut piles 6 to 9 m length driven 3 m as shown in figure, tied with half split coconut piles as wailing piece at 1 m c/c and filled in between with empty gunny /polythene bags filled with earth are placed bottom width 3.5m and top width 2m and 7 m height, and including dismantling the bund, driven out sheet pile after completion of the work etc complete as per the direction of Departmental Engineer in charge.

12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc complete as per the direction of Departmental Engineer in charge.

12.25.6 : Bored cast-in-situ M35 grade R.C.C. Pile Using Concrete Mixer excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.etc complete as per the direction of Departmental Engineer in charge. Pile diameter-1200 mm

od19704/2017_2018/IA : :Chipping and removing the extra projection of R.C.C Piles to lines and levels carefullywithout damaging the structure including labour charges and other incidental charges and stacking theuseful materials etc complete as per the direction of Departmental Engineer in charge.

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap etc complete as per the direction of Departmental Engineer in charge.

12.38.B.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M25 - Using concrete Mixer etc complete as per the direction of Departmental Engineer in charge.

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc complete as per the direction of Departmental Engineer in charge.

od1371/2016_2017/IA : Providing spot welding fot the pile reinforcement with verticals to links and cage rings before erecting and placing in the bore hole including cost of electrodes, current charges, hire for winch, welding plants and all other labour charges,etc complete as per the direction of Departmental Engineer in charge.

od19375/2018_2019/IA : Providing lap welding for the pile reinforcement for vertical overlaps on erecting reinforcement stage by stage and placing in the bore hole including cost of electrodes, current charges, hire for winch, welding plants and all other labour charges, etc complete as per the direction of Departmental Engineer in charge.

od19707/2017_2018/IA : Vertical load testing (INITIAL) 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. compete as per specification & above 50MT and up to 100 MT etc complete as per the direction of Departmental Engineer in charge.

13.5.C.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height upto 5m etc complete as per the direction of Departmental Engineer in charge.

13.5.C.q.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height 5m to 10m etc complete as per the direction of Departmental Engineer in charge.

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications etc complete as per the direction of Departmental Engineer in charge.

14.1E.1.2.C : "Furnishing and Placing PSC Grade M40 Using Concrete Mixer as per drawing and Technical Specification. For T-beam & slab - Height above 10m etc complete as per the direction of Departmental Engineer in charge.

14.3 : High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications etc complete as per the direction of Departmental Engineer in charge.

od19311/2018_2019/IA : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per the direction of Departmental Engineer in charge.

14.2 : Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications etc complete as per the direction of Departmental Engineer in charge.

13.14 : Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications etc complete as per the direction of Departmental Engineer in charge.

14.6 : Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications etc complete as per the direction of Departmental Engineer in charge.

14.22 : Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation etc complete as per the direction of Departmental Engineer in charge.

14.9 : Drainage Spouts complete as per drawing and Technical specification etc complete as per the direction of Departmental Engineer in charge.

14.5.a : Mastic ASphalt <br> Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and ladi to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of cm center to center in both directions, pressed into center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 etc complete as per the direction of Departmental Engineer in charge.

od19312/2018_2019/IA : 12 mm 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 Engineer in charge.

od19313/2018_2019/IA : Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime etc complete as per the direction of Departmental Engineer in charge.

App.B. Construction of Lock

od1892/2016_2017/IA : Earth filling with Material obtained from Borrowpits :- Earth filling with approved material obtained from departmental work site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. etc complete as per the direction of Departmental Engineer in charge.

od19314/2018_2019/IA : Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar etc complete as per the direction of Departmental Engineer in charge.

od19315/2018_2019/IA : 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 Engineer in charge.

od19316/2018_2019/IA : Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) etc complete as per the direction of Departmental Engineer in charge.

12.1.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means etc complete as per the direction of Departmental Engineer in charge.

12.1.B.2 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means etc complete as per the direction of Departmental Engineer in charge.

12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc complete as per the direction of Departmental Engineer in charge.

od19619/2017_2018/IA : Bored cast-in-situ M30 grade R.C.C. Pile using concrete mixer excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Using Concrete Mixer-Pile diameter-750 mm etc complete as per the direction of Departmental Engineer in charge.

od19318/2018_2019/IA : Bored cast-in-situ M30 grade R.C.C. Pile using concrete mixer excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-600 mm etc complete as per the direction of Departmental Engineer in charge.

od19716/2017_2018/IA : Vertical load testing (INITIAL) of pipes 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 and up to 50 MT capacity pile etc complete as per the direction of Departmental Engineer in charge.

od1360/2016_2017/IA : Chipping and removing the extra projection of R.C.C Piles to lines and levels carefully without damaging the structure including labour charges and other incidental charges and stacking the useful materials etc complete as per the direction of Departmental Engineer in charge.

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap etc complete as per the direction of Departmental Engineer in charge.

12.38.C.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M30 - Using Concrete Mixer etc complete as per the direction of Departmental Engineer in charge.

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications etc complete as per the direction of Departmental Engineer in charge.

od1371/2016_2017/IA : Providing spot welding fot the pile reinforcement with verticals to links and cage rings before erecting and placing in the bore hole including cost of electrodes, current charges, hire for winch, welding plants and all other labour charges, etc complete as per the direction of Departmental Engineer in charge.

od19375/2018_2019/IA : Providing lap welding for the pile reinforcement for vertical overlaps on erecting reinforcement stage by stage and placing in the bore hole including cost of electrodes, current charges, hire for winch, welding plants and all other labour charges, etc complete as per the direction of Departmental Engineer in charge.

od19373/2018_2019/IA : Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc complete as per the direction of Departmental Engineer in charge.

od2892/2016_2017/IA : Cathodic protection including all cost of conveyance of materials, labour, etc, complete and etc complete as per the direction of Departmental Engineer in charge.

13.5.G.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height upto 5m etc complete as per the direction of Departmental Engineer in charge.

13.5.G.q.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height 5m to 10m etc complete as per the direction of Departmental Engineer in charge.

13.5.G.r.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height above 10m etc complete as per the direction of Departmental Engineer in charge.

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications etc complete as per the direction of Departmental Engineer in charge.

od19319/2018_2019/IA : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete as per the direction of Departmental Engineer in charge.

od19320/2018_2019/IA : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end etc complete as per the direction of Departmental Engineer in charge.

od19321/2018_2019/IA : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m etc complete as per the direction of Departmental Engineer in charge.

od19322/2018_2019/IA : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc complete as per the direction of Departmental Engineer in charge.e

od19325/2018_2019/IA : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality departmental rubble from dismantling of masonry including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc complete as per the direction of Departmental Engineer in charge.

od19326/2018_2019/IA : BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per the direction of Departmental Engineer in charge.

App.C - Construction of Cabin

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 etc complete as per the direction of Departmental Engineer in charge.

50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc complete as per the direction of Departmental Engineer in charge.

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 complete as per the direction of Departmental Engineer in charge.

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree 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). etc complete as per the direction of Departmental Engineer in charge.

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers etc complete as per the direction of Departmental Engineer in charge.

5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more etc complete as per the direction of Departmental Engineer in charge.

2.25 : Filling available excavated earth (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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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 Engineer in charge.

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) etc complete as per the direction of Departmental Engineer in charge.

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).Second class teak wood etc complete as per the direction of Departmental Engineer in charge.

9.5.1.1 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all etc complete as per the direction of Departmental Engineer in charge..Second class teak wood35 mm thick shutters

9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc complete as per the direction of Departmental Engineer in charge.

9.119 : Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, etc complete as per the direction of Departmental Engineer in charge.

9.120.1 : Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters

13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand) etc complete as per the direction of Departmental Engineer in charge.

11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments. .Size of Tile 600 x 600 mm. etc complete as per the direction of Departmental Engineer in charge.

11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade etc complete as per the direction of Departmental Engineer in charge.

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 Engineer in charge.

13.80 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth etc complete as per the direction of Departmental Engineer in charge.

13.84.2 : Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats etc complete as per the direction of Departmental Engineer in charge.

13.81.2 : Dis tempering with Ist quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams /litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats etc complete as per the direction of Departmental Engineer in charge.

17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, 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 require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests etc complete as per the direction of Departmental Engineer in charge.

17.7.2 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap etc complete as per the direction of Departmental Engineer in charge.

18.48A : Providing and fixing rectangular high density polyethylene water storageloft tank with cover, conforming to ISI : 12701, colour of opaque white or asapproved by Engineer-in-charge. The rate includes making necessary holesfor inlet, outlet & over flow pipes. The base support i/c fittings & fixtures fortank shall be paid separately. etc complete as per the direction of Departmental Engineer in charge.

50.18.8.2.2 : 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. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2

50.18.8.4.1 : 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. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 10Kgf/cm2 etc complete as per the direction of Departmental Engineer in charge.

50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 etc complete as per the direction of Departmental Engineer in charge.

50.18.9.22.8 : Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl etc complete as per the direction of Departmental Engineer in charge.

18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore etc complete as per the direction of Departmental Engineer in charge.

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY