IWT Sector- Construction of a Lock cum Bridge across Badagara-Mahe Canal at Karingali Mukku in Kozhikkode District.

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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means etc.complete as per the direction of departmental Engineer in charge.

od41706/2019_2020/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 4.5 m as shown in figure, tied with halfsplit coconut piles as wailing piece at 1 m c/c and filled in between with empty gunny /polythene bags filledwith earth are placed bottom width 3.5m and top width 2m and 6 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.

12.24.6 : BBored 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.<br> Pile diameter-1000 mm 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.<br> Pile diameter-1200 mm etc.complete as per the direction of departmental Engineer in charge.

od5766/2016_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 materialsetc.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 Specificationn<br> 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.

od9701/2019_2020/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.

od9702/2019_2020/IA : Providing lap welding fot 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 which, welding plants and all other labour charges,etc.complete as per the direction of departmental Engineer in charge.

od5771/2016_2017/IA : Vertical load testing (INITIAL) of piles in accordance with IS : 2911(Part -IV) includinginstallation of loading platform and preparation of pile head or construction of test cap and dismantling oftest cap after test etc. compete as per specification & above 50MT and up to 100 MTSingle pile above 50 tonne and upto 100 tonne capacityInitial test 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.

14.1C.1.2.B : Furnishing and Placing RCC Grade M30 using concrete mixer as per drawing and Technical Specification For T-beam & slab Super structure - Height 5m to 10m etc.complete as per the direction of departmental Engineer in charge.

od5782/2016_2017/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 specificationsetc.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.

5.15 : Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (VG - 30) meeting the requirements given in table 500-40, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface 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, etc.complete as per the direction of departmental Engineer in charge.

od5787/2016_2017/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.

od5789/2016_2017/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

3.13.5.B : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. <br> Marshy soil - Mechanical Means etc.complete as per the direction of departmental Engineer in charge.

od5757/2016_2017/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 etc.complete as per the direction of departmental Engineer in charge.

od5759/2016_2017/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.

od5762/2016_2017/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.

12.22 : 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.

12.24.6 : BBored 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.<br> Pile diameter-1000 mm 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.<br> Pile diameter-1200 mm etc.complete as per the direction of departmental Engineer in charge.

od5776/2016_2017/IA : 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 the direction of departmental Engineer in charge.

od5766/2016_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 Specificationn<br> RCC Grade M30 - Using Concrete Mixer etc.complete as per the direction of departmental Engineer in charge.

12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 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.

od9701/2019_2020/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.

od9702/2019_2020/IA : Providing lap welding fot 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.

od5781/2016_2017/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.

od5783/2016_2017/IA : Cathodic protection including all cost of conveyance of materials, labour,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.

14.1.A.1 : Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer in super-structure as per drawing and Technical Specification etc.complete as per the direction of departmental Engineer in charge.

14.1.C.1 : Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete Mixer in super-structure as per drawing and Technical Specification 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.

od5785/2016_2017/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.

od5786/2016_2017/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.

od5788/2016_2017/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.

od5790/2016_2017/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.

od5791/2016_2017/IA : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality departmental rubble obtained during dismantling existing structures 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.

od5792/2016_2017/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.Approach Road

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.

od5760/2016_2017/IA : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcem5ent but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).350 mm dia pilesetc.complete as per the direction of departmental Engineer in charge.

od5764/2016_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.B.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br> 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.

od5768/2016_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 charge etc.complete as per the direction of departmental Engineer in charge

od5770/2016_2017/IA : Providing lap welding fot 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.

od5774/2016_2017/IA : :Vertical load testing (INITIAL) of piles in accordance with IS : 2911(Part -IV) includinginstallation of loading platform and preparation of pile head or construction of test cap and dismantling oftest 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

14.1.A.1.A : Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m etc.complete as per the direction of departmental Engineer in charge.

14.1B.1.1.B : Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5m to 10m 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.

od5777/2016_2017/IA : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete as per the direction of departmental Engineer in charge.

od5778/2016_2017/IA : Providing filter media with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc.complete as per the direction of departmental Engineer in charge.

od5779/2016_2017/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.

3.16 : Construction of embankment with approved material obtained from borrow pits 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.

od6726/2016_2017 : Construction of Embankment with Material obtained from departmental work site :- Construction of embankment with approved material obtained from departmental work site of -formation of Badagara Mahe canal bet Ch. 457.380 and 460.620 ( Reach-III) 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.

4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place Method etc.complete as per the direction of departmental Engineer in charge.

4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc.complete as per the direction of departmental Engineer in charge

5.3.2.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.<br> For Grading II - (19 mm nominal size) etc.complete as per the direction of departmental Engineer in charge

5.6.1.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects <br> For Grading - I ( 19 mm nominal size ) etc.complete as per the direction of departmental Engineer in charge

od5793/2016_2017/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

od5789/2016_2017/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

3.22 : Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering. etc.complete as per the direction of departmental Engineer in charge

12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. etc.complete as per the direction of departmental Engineer in charge

15.4.A : Providing and laying Pitching on slopes laid over prepared filter media including boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications etc.complete as per the direction of departmental Engineer in charge

10.2 : Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.etc.complete as per the direction of departmental Engineer in charge

3.24.A : Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) etc.complete as per the direction of departmental Engineer in charge

8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes etc.complete as per the direction of departmental Engineer in charge

8.23.A : Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long etc.complete as per the direction of departmental Engineer in charge

8.4.1 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. <br>90 cm equilateral triangle

8.6 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

od5798/2016_2017/IA : Supplying, providing and laying woven Geotextile fabric ( Polyester or polypropylene having 3.00 Metre minimum width & minimum 10% elongation at yield and minimum Tensile strength of 50 KN/M ) in wrap direction right angle to the alignment of the embankment with suitable laps instead of removel of slush proposed in the embankment design etc.complete as per the direction of departmental Engineer in chargeas

od5799/2016_2017/IA : Aggregate blanket Supplying and spreading 6.7mm coarse aggregate under the Geo textile fabric already laid on the entire plan area of the road alignment with a minimum 30CM thickness as a filter media where slush removel proposed etc.complete as per the direction of departmental Engineer in charge

od5800/2016_2017/IA : Prefabricated Vertical DrainSupplying and installing Flexible Pre- Fabricated Vertical drain (MEBRA DRAIN version HD 747088of Geo Technics Holland BV ) & 7407 or equlant ) consisting of high strength high permeability synthetic filter fabric surrounding a fluted core for water drainage of 10CM width and 3mm to 4mm thickness for an average depth of 18 Metre below the operating platform level as per standard specification @ 1.3 Metre equilateral triangle spacing on entire plan area of the road alignment where stabilistion of soil proposed in the soil invetigation report and embakment design etc.complete as per the direction of departmental Engineer in charge

9.3.B : Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200 mm dia etc.complete as per the direction of departmental Engineer in charge

App.D - Construction of Cabin

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 15⁰ 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

5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 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

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 complete as per direction of Engineer - in-charge.Second class teak wood35 mm thick shutters etc.complete as per the direction of departmental Engineer in charge

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, complete as per manufacturer's specification 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 the direction of departmental Engineer in charge

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 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

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

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

ABDUL RAHIMAN T.A