KIIFB Project Comprehensive Development of Muzhappilangad and Dharmadam Beach in Kannur District- Character Area 1 - Civil works

Amount

Appendix A: Character Area 1:Demolishing and Dismantling Existing Structures

16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

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

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

15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

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

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.

Appendix B: Steps and Ramp at Entry(A) and Exit(G)

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

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)

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

11.26.1 : Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick

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

Appendix C: Pathway and Retaining Wall

od224944/2021_2022 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-40 ofspecified diameter and length below pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile tobe embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall bemeasured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 700mm dia piles. ( Based on DSR 20.2A.2)

od225089/2021_2022 : Providing Steel Liner 6 mm thick for Steining including Fabricating and Setting out as per Detailed Drawing. (Morth 12.22)

od225120/2021_2022 : Providing and laying in position machine batched and machine mixed design mix<br>M-40 grade cement concrete for reinforced cement concrete work, using cement<br>content as per approved design mix, including pumping of concrete to site of laying<br>but excluding the cost of centering, shuttering, finishing and reinforcement,<br>including admixtures in recommended proportions as per IS: 9103 to accelerate,<br>retard setting of concrete, improve workability without impairing strength and<br>durability as per direction of Engineer-in-charge.<br>(Note :- Cement content considered in this item is @ 360 kg/cum. (5.33.2) All works above plinth level upto floor V level

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

od225680/2021_2022 : Supplying and placing high corrossion resistant steel (HCR) for RCC work including straightening<br>,cutting,bending ,placing in position and binding all complete .Thermo-Mechanically treated bars of grade Fe<br>500d or more. Above plinth level

od225681/2021_2022 : Supplying and placing high corrossion resistant steel (HCR) for RCC work including straightening<br>,cutting,bending ,placing in position and binding all complete .HCR bars of grade Fe<br>500d or more- Upto plinth level

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

5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide

13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

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

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

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

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)

60.6 : 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.

od313317/2021_2022 : Exposed laterite masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for superstructure above plinth level upto floor two level including all cost and conveyance labour charges etc complete

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

od313723/2021_2022 : Providing and laying Rough finished 25mm thick Kota stone, in linear as well as curvilinear portions as per the architectural drawings over 20 mm(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

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)

16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

od295063/2021_2022 : Providing and laying heavy duty cobble stones 80mm thick interlock pavers (TYPE 1/TYPE 2/TYPE3), using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of all materials, HOM of machineries and equipments, with all leads and lifts, loading and unloading charges ,transportation cost and conveyance of all materials, labour for fixing the fixtures etc.,

16.95 : Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

od225377/2021_2022 : Supply and Installation of Geo Mat for sea wall- The geo mat must be of a non woven<br>composite material. The composite must be of a laid geogrid made of stretch monolithic polypropylene (PP)<br>flat bars with welded junctions and mechanical bonded filter geotextile welded within the geogrid structure.<br>Joins of geomats must have an overlap of not less than 1.5 metres. The Contractor must submit details of<br>the fixing and joining arrangements of the geomats to be approved by the Engineer. Outer edges of the<br>geomats must be hemmed using high strength nylon. Temporary fixing of the geomat is required and the<br>Contractor must submit details of this for approval by the Engineer.

od225538/2021_2022 : Supplying and laying Armour layer using 300 kg to 500 kg blasted granite<br>stones of specific gravity not less than 2.65 as per approved design including supply of stones , sorting at<br>quarry, loading from quarry , conveying to site in tipper , weighing on Weigh Bridge established at site by<br>the contractor(Certified by Legal Metrology), Installation of PC loaded with software approved by the<br>Departmental officers for measurement , unloading , dumping at site to lines and levels, rehandling stones<br>for forming the section with the help of tippers and suitable crane and packing of stones including hire and<br>operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway<br>for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of<br>departmental officers at site

od225539/2021_2022 : Supplying and laying Core layer using 1 kg to 10 kg blasted granite<br>stones of specific gravity not less than 2.65 as per approved design including supply of stones, sorting at<br>quarry, loading from quarry , conveying to site in tipper/lorry , weighing on Weigh Bridge established at site<br>by the contractor(Certified by Legal Metrology), Installation of PC loaded with Software approved by the<br>Departmental officers for measurement , unloading , dumping at site to lines and levels, rehandling stones<br>for forming the section with the help of tippers and suitable crane/hydraulic excavator/manually and packing<br>of stones including hire and operational charges of all tools and plants and all sundry expenses , providing<br>and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per<br>the direction of departmental officers at site.

20.6.2.1 : 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.Single pile above 50 tonne and upto 100 tonne capacityInitial test

Appendix D: Storm water Drains and Electrical duct

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)

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

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

od262506/2019_2020 : 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. <br>All work above plinth level upto floor V level. Specification vide 5.33.2 of DAR

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.

od225681/2021_2022 : Supplying and placing high corrossion resistant steel (HCR) for RCC work including straightening<br>,cutting,bending ,placing in position and binding all complete .HCR bars of grade Fe<br>500d or more- Upto plinth level

od353672/2021_2022 : Supplying, Providing and fixing Cast Iron grating for drain. Including carriage, labour charges, etc complete

Appendix E: Grass Patch, Trees, Benches, Rubbish bin, Signage,Light Post

od269694/2019_2020 : Supplying and planting trees 5m tall palm tree- Roystonea regia (Tree type A) including cost of soil, manure and watering the palnt, pest control and maintaining the plant until it is handed over, by Digging holes(1x1x1) in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts.

od355686/2021_2022 : Supplying and planting trees 5m tall palm tree- Roystonea regia (Tree type A) including cost of soil, manure and watering the plant, pest control and maintaining the plant until it is handed over, filling the tree pot with good earth mixed with manure in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts.

od269695/2019_2020 : Suppling and Planting Champa Tree (Tree type B) - 2.5m tall, by Digging holes (1x1x1) in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts.

od355751/2021_2022 : Suppling and Planting Champa Tree (Tree type B) - 2.5m tall, filling with good earth mixed with manure in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts.

od269700/2019_2020 : Supplying, fitting, fixing seating benches of size 2.7x 0.45 m, floor mounted FRC bench with reused wooden top and precast planter box (As per suggestion of vendor/ architect/ engineer in charge) including cost of transport, labour charges,etc,. complete

od269703/2019_2020 : Supply & installation of Contemporary marine grade polysteel modular GAZEBO, as specified in the drawings and instructions by Engineer In Charge, self coloured, textured surface finish with scratch resistant aliphatic grade UV stabilized polyurethane paint; Inner frame work made of mild steel hot dip galvanized; All hardwares are to be of stainless steel. To be individually hand crafted to replicate steel and cast iron and to be installed with ground using foundation bolts.

od269705/2019_2020 : Supplying SS Dustbins(3 Bins in each set) Double Cylinder (Duo) made of 18 gauge, SS-202 grade stainless steel hairline finish of size width 400 mm external dia., length 750 mm and height 750 mm with 2 nos. 300 mm diameter round openings at top with PU coating and Neoprene gasket ring at bottom. The dustbin should have removable cover and provision for clipping poly bags complete as per design and directions of Engineer in-charge. The dustbin shall display sticker indicating type of garbage and the top shall be finished with approved shade of PU coating as per the instructions of Engineer-incharge inclusive of testing charges if any and transportation to site

od269706/2019_2020 : Supplying SS Dustbins(6 Bins in each set) Double Cylinder (Duo) made of 18 gauge, SS-202 grade stainless steel hairline finish of size width 400 mm external dia., length 750 mm and height 750 mm with 2 nos. 300 mm diameter round openings at top with PU coating and Neoprene gasket ring at bottom. The dustbin should have removable cover and provision for clipping poly bags complete as per design and directions of Engineer in-charge. The dustbin shall display sticker indicating type of garbage and the top shall be finished with approved shade of PU coating as per the instructions of Engineer-incharge inclusive of testing charges if any and transportation to site

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

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)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

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

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

od270665/2019_2020 : Integral Single / Double sided LED Signage(Type 1/Type 2) with extruded aluminium hsg incorporate LEDs, driver, battery and other accessories as per dimensions and design shown in technical drawings. Matter is laser engraved on acrylic sheet. Chain is provided for pendent mounting for direction purpose of approved make

30.2.33 : Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler

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.

Appendix F: Toilet Block

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

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)

od262506/2019_2020 : 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. <br>All work above plinth level upto floor V level. Specification vide 5.33.2 of DAR

od187352/2020_2021 : 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. <br>All work upto plinth level. Specification vide 5.33.1 of DAR

od187353/2020_2021 : Providing and laying in position machine batched and machine mixed design mix M-20 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.<br>Note:- Cement content considered in this item is @ 330 kg/cum. 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

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

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

od225681/2021_2022 : Supplying and placing high corrossion resistant steel (HCR) for RCC work including straightening<br>,cutting,bending ,placing in position and binding all complete .HCR bars of grade Fe<br>500d or more- Upto plinth level

6.3.2 : Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With Modular bricks

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 complete

13.5.1 : 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 ( 1 Cement : 4 coarse sand)

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

od228121/2021_2022 : 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 complete.

11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

22.2.1 : Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS : 2645 in recommended proportion with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-Charge:Using rough Kota stone

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

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

9.1.2 : 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).Sal wood

17.4.4 : Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern

17.32.2 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm

od186215/2020_2021 : Aluminium U shaped rail with wall and floor mounting 600 x 100 mm with 700 mm long bar. (Make CERA or equivalent)<br>Used in toilets for differently abled

od240441/2021_2022 : Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931.<br>18.49.1 15 mm nominal bore<br>

od240493/2021_2022 : (observed Data) Providing and fixing (UN0002) Universal Angle Cock of approved quality:<br>

od240499/2021_2022 : (observed Data) Providing and fixing (579 CHR) HEALTH FAUCET of approved quality:<br>

od240508/2021_2022 : 18.16Providing and fixing (089 ALD c) stop cock of approved quality:<br>18.16.1 15 mm nominal bore(modified)<br>

od186209/2020_2021 : Providing and fixing superior quality brand CP Soap Dish Holder concealed fitting arrangements, weighing not less than 106 gms<br>

od186211/2020_2021 : Providing and fixing superior quality white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.l.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid JAQUAR LYS-WHT-38851S300UFSM or Equivalent <br>approved municipal design complete, including painting of fittings and brackets, cutting and making <br>good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid

od186212/2020_2021 : Providing and fixing Cavier SS towel rod complete with brackets fixed to wooden<br>cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. JAQUAR<br>ACN-1111SM or Equivalent<br>

od186213/2020_2021 : Providing and fixing superior quality White Vitreous China Wash basin size 630x450mm with a pair of 15 mm C. P. brass pillar taps with C.I. brackets, 32 mm waste pipe of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required ect. complete: JAQUAR ARS-WHT-39803 or Equivalent<br>"<br>

Appendix G: Kiosk

10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes

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

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)

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)

12.1.2 : Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.80 mm thick with zinc coating less than 275 gm/m2

Appendix H- Stair case and Ramp at 1D

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

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)

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

od225120/2021_2022 : Providing and laying in position machine batched and machine mixed design mix<br>M-40 grade cement concrete for reinforced cement concrete work, using cement<br>content as per approved design mix, including pumping of concrete to site of laying<br>but excluding the cost of centering, shuttering, finishing and reinforcement,<br>including admixtures in recommended proportions as per IS: 9103 to accelerate,<br>retard setting of concrete, improve workability without impairing strength and<br>durability as per direction of Engineer-in-charge.<br>(Note :- Cement content considered in this item is @ 360 kg/cum. (5.33.2) All works above plinth level upto floor V level

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

5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

od225681/2021_2022 : Supplying and placing high corrossion resistant steel (HCR) for RCC work including straightening<br>,cutting,bending ,placing in position and binding all complete .HCR bars of grade Fe<br>500d or more- Upto plinth level

Artists Pavilion

25.1 : Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).

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

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)

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)

21.9.1 : Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections.For fixed portion

od186185/2020_2021 : Roofing with tensile membrane structure with heavy duty MS channels and structural steel plate including all fittings like fasteners, steel wire rope ,shackles (all galvanised) painted all with high quality Epoxy 3 coat. Roof fabric with FERRARI-FRANCE -700 dust repellent finish UV resistant antifungal PVDF coated (M2 flame retardancy BS7837) including all charges etc complete.

Water supply and plumbing

51.19.ST2 : 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> 2. 15 to below 25 flush capacity

19.32.1 : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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

50.18.8.4.2 : 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. 32 mm pipe 6Kgf/cm2

50.18.8.6.2 : 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. 50 mm pipe 6 kgf/cm2

50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

Skate park

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

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)

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Appendix J- Kids Play Equipments

od187289/2020_2021 : Supplying and fixings 6 seater MGR using best quality equipment ,cost and conveyance of all&lt;br&gt;material,labour charges etc complete

od187295/2020_2021 : Supplying and fixing Garden swing using best quality equipment,cost and conveyance of all&lt;br&gt;materials,labour etc complete&lt;br&gt;

od187296/2020_2021 : Supplying and fixing spiral slide using best quality equipment ,cost and conveyance of all materials,labour&lt;br&gt;charges etc complete

Appendix K- Shaded structure

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.

od186185/2020_2021 : Roofing with tensile membrane structure with heavy duty MS channels and structural steel plate including all fittings like fasteners, steel wire rope ,shackles (all galvanised) painted all with high quality Epoxy 3 coat. Roof fabric with FERRARI-FRANCE -700 dust repellent finish UV resistant antifungal PVDF coated (M2 flame retardancy BS7837) including all charges etc complete.

PAULOSE GEORGE CONSTRUCTION COMPANY PVT LTD

K.K BUILDERS

RAMALINGAM CONSTRUCTION COMPANY PVT LTD

Bidder Name

K.K BUILDERS

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

PAULOSE GEORGE CONSTRUCTION COMPANY PVT LTD

RAMALINGAM CONSTRUCTION COMPANY PVT LTD