Construction Of Guard Rooms And Toilet Block For Security Personnel At Ompl, OMPL, Mangalore-Karnataka

Construction Of Guard Rooms And Toilet Block For Security Personnel At Ompl , Items List , Earth Work In Surface Excavation & Preparation Including Uprooting Rank Vegetation Clearing The Areas Of Grass , Vegetation , Wild Growth Bushes , Trees And Plants Up To 30 Cm Girth Measured At A Height 1M Above Ground Level From Road Side Berms , Under Side Of Pipelines , Under The Structures , Tank Farms , Drains Etc Including Removal Of Grass , Plants , And Rubbish Etc By Cutting With Darant / Sickle Etc . Completely Near To Ground Level As Per The Direction Of Engineer In Charge And Collecting All Cut Grass , Vegetation Etc And Bundling In To Heaps And Disposing At Earmarked Places Only Within A Lead Of 2 Km With Contractors Own Transport With All Loads , Tools & Tackles , Labour Etc Complete As Per Standard Specifications And Diretction Of Engineer Incharge . , Earth Work In Excavation Below Ground Level For Depth Up To Less Than 3 . 0 Mtrs In All Kinds Of Works In All Types Of Soils In Any Work Condition Irrespective Of Magnitude Of Work , Work Place , Work Space , Height , Degree Of Complications , Temperature , Gradient Including Setting Out , Removal Of Vegetation , Shrubs And Debris , Cutting And Dressing Of Sides In Slopes , Construction Of Shoring And Bracing , Leveling , Grading And Ramming Of Bottoms , Dewatering Up To Any Extent Of Accumulated Water From Any Source And Keeping The Surface Dry For Subsequent Works , Disposal Or Stacking Of Excavated Material Within A Lead Of 200M , As Directed , Shoring And Strutting The Excavated Areas Making Good The Over Excavation With Pcc 1:4:8 Etc . All Complete As Per Specifications And Diretction Of Engineer Incharge . , Earth Work In Excavation Below Ground Level For Depth Up To Less Than 3 . 0 Mtrs In All Kinds Of Works In All Types Of Soft Rocks In Any Work Condition Irrespective Of Magnitude Of Work , Work Place , Work Space , Height , Degree Of Complications , Temperature , Gradient Including Removal Of Vegetation , Shrubs And Debris , Cutting And Dressing Of Sides In Slopes , Leveling , Grading And Ramming Of Bottoms , Dewatering Up To Any Extent Of Accumulated Water From Any Source And Keeping The Surface Dry For Subsequent Works , Disposal Or Stacking Of Excavated Material Within A Lead Of 200M , As Directed , Shoring And Strutting The Excavated Areas Making Good The Over Excavation With Pcc 1:4:8 Etc . All Complete As Per Specifications And Diretction Of Engineer In Charge . , Earth Work In Excavation Below Ground Level For Depth Up To Less Than 3 . 0 Mtrs In All Kinds Of Works In All Kinds Of Hard Rock Without Blasting Requirement By Either Use Of Non-Explosive Material Viz . Acconex Manufactured By Acc Ltd . And / Or Use Of Construction Equipments , In Any Work Condition Irrespective Of Magnitude Of Work , Work Place , Work Space , Height , Degree Of Complications , Temperature , Gradient Including Removal Of Vegetation , Shrubs And Debris , Cutting And Dressing Of Sides In Slopes , Leveling , Grading And Ramming Of Bottoms , Dewatering Up To Any Extent Of Accumulated Water From Any Source And Keeping The Surface Dry For Subsequent Works , Disposal Or Stacking Of Excavated Material Within A Lead Of 200M , As Directed , Shoring And Strutting The Excavated Areas Making Good The Over Excavation With Pcc 1:4:8 Etc . All Complete As Per Specifications And Diretction Of Engineer In Charge . , Backfilling And Compacting The Soil In Layers Of 300Mm After Execution Of The Work To Proper Grade And Level With Selected Materials From Available Excavated Soil From Soil Heaps Within A Lead Of 2 . 00Km , Including Re- Excavating The Deposited Soil Excavated Earlier , Breaking Clods , Watering , Rolling And Ramming By Manual Methods/ Mechanical Compactors Dressing , Trimming Etc . In Foundations , Plinths , Trenches , Pits Etc . , All Complete As Per Standard Specifications And Diretction Of Engineer Incharge . , Transporting & Disposal Of The Surplus Earth And Excavated Material Including Shrubs And Vegetations From Construction Area Beyond Initial Lead Of 200 Mtrs To Maximum Lead Of 2 . 0 Km Including Re-Excavating The Deposited Soil Excavated Earlier , Transportation , Loading , Unloading , Laying At All Depths And Heights , Stacking , Leveling And Dressing Both The Area ( Viz . From Where The Earth Is Transported And Where It Is Deposited ) To Required Levels And Slopes Complete With All Lifts As Directed . The Work Volume Of Surplus Material Shall Be Measured As The Difference Of Volume Of Excavation & The Volume Of Back Filling . , Providing And Filling In Foundation With Granite / Trap Broken Metal 100Mm And Down Size , With Approved Sand Including Hand Picking , Ramming , Watering , Including Cost Of All Materials And Labour With All Lead And Lift Complete As Per Standard Specifications And Diretction Of Engineer Incharge . , Providing & Filling Brick Bats Below Grade Slab Or Anywhere Including Supply And Transportation Of Approved Material To The Work Area , Cleaning Of All Undesired Foreign Material Before Filling , Laying In Layers Of Maximum 300 Mm , Finishing To The Required Level And Profile As Per Drawings , Watering And/Or Dewatering , Complete As Per Standard Specifications And Directed By Engineer-In-Charge , Breaking Concrete Structures Located At All Levels Without Damaging Other Structures By Mechanical Or Manual Means Including Cleaning The Surface To Be Broken Of All Undesired Material , Breaking The Concrete Using Chisel And Sledge Or Pneumatic Jack Hammer , Breaking The Broken Pieces In Smaller Size If Required To Facilitate Easy Transportation And Disposal Of The Same , Cleaning The Work Place Of All Loose Broken Pieces Of Concrete , Erecting And Removal Of Scaffolding Wherever Required For The Work , Transportation And Stacking Of Broken Pieces At The Place Of Disposal , Supply Of Machinery , Labor Etc . Complete And Complying With Given Specifications And Drawing And Diretction Of Engineer In Charge . , Dismantling Aluminium/ Gypsum Partitions , Doors , Windows , Fixed Glazing And False Ceiling Including Disposal Of Unserviceable Material And Stacking Of Serviceable Material With In 2 . 00Km Lead As Directed By Engineer-In-Charge . , Providing And Laying Plain Cement Concrete For All Depths Below And Upto Plinth Level In Foundations , Including Shuttering , Tamping , Ramming , Vibrating , Curing , Shuttering Etc . All As Specified In Any Shape , Position , Thickness And Finishing The Top Surface Rough Or Smooth As Specified And Directed All Complete For Concrete Of Nominal Mix 1:3:6 By Mass ( 1 Cement: 3 Coarse Sand: 6 Crushed Stone Aggregates/Gravels ) With 40Mm And Down Size Graded Crushed Stone Aggregates / Gravels . All Materials Including Cement Supplied By The Contractor . , Providing And Laying Plain Cement Concrete For All Depths Below And Upto Plinth Level In Foundations , Including Shuttering , Tamping , Ramming , Vibrating , Curing , Shuttering Etc . All As Specified In Any Shape , Position , Thickness And Finishing The Top Surface Rough Or Smooth As Specified And Directed All Complete For Concrete Of Nominal Mix 1:1 . 5:3 By Mass ( 1 Cement: 1 . 5 Coarse Sand: 3 Crushed Stone Aggregates/Gravels ) With 20Mm And Down Size Graded Crushed Stone Aggregates / Gravels . All Materials Including Cement Supplied By The Contractor . , Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M25 With Opc Cement @340 Kgs , With 20Mm And Down Size Graded Coarse Aggregates @ 0 . 70Cum And Fine Aggregates @ 0 . 47Cum , With Admixures If Requirred Machine Mixed , Concrete Laid In Layers Not Exceeding 15 Cms , Vibrating , Tamping , Curing And Rendering If Required To Give A Smooth And Even Surface Etc . , With Pockets , Openings , Recesses , Chamfering Etc . , Wherever Required , For All Works In

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	26-Apr-2021	Addendum-I to Tender No. 1080L21005	Date	28-04-2021

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Name of Work: CONSTRUCTION OF GAURD ROOMS & TOILET BLOCK FOR SECURITY PERSONNEL AT OMPL
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	0	Items List
2	1	Earth work in surface excavation & preparation including uprooting rank vegetation clearing the areas of grass, vegetation, wild growth bushes, trees and plants up to 30 cm girth measured at a height 1m above ground level from road side berms, under side of pipelines, under the structures, tank farms, drains etc including removal of grass, plants, and rubbish etc by cutting with darant / sickle etc. completely near to ground level as per the direction of engineer in charge and collecting all cut grass, vegetation etc and bundling in to heaps and disposing at earmarked places only within a lead of 2 Km with contractors own transport with all loads, tools & tackles, labour etc complete as per standard specifications and diretction of engineer incharge.	Item1	93.9	SQM
3	2	Earth work in EXCAVATION below ground level for depth up to less than 3.0 mtrs in all kinds of works in all types of soils in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 200m, as directed, shoring and strutting the excavated areas making good the over excavation with PCC 1:4:8 etc. all complete as per specifications and diretction of engineer incharge.	Item2	51.02	CUM
4	3	Earth work in EXCAVATION below ground level for depth up to less than 3.0 mtrs in all kinds of works in all types of soft rocks in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 200m, as directed, shoring and strutting the excavated areas making good the over excavation with PCC 1:4:8 etc. all complete as per specifications and diretction of engineer in charge.	Item3	5	CUM
5	4	Earth work in EXCAVATION below ground level for depth up to less than 3.0 mtrs in all kinds of works in all kinds of hard rock without blasting requirement by either use of non-explosive material viz. Acconex manufactured by ACC Ltd. and / or use of construction equipments, in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 200m, as directed, shoring and strutting the excavated areas making good the over excavation with PCC 1:4:8 etc. all complete as per specifications and diretction of engineer in charge.	Item4	5	CUM
6	5	BACKFILLING and compacting the soil in layers of 300mm after execution of the WORK to proper grade and level with selected materials from available excavated soil from soil heaps within a LEAD OF 2.00KM, including re- excavating the deposited soil excavated earlier, breaking clods, watering, rolling and ramming by manual methods/ mechanical compactors dressing, trimming etc. in foundations, plinths, trenches, pits etc., all complete as per standard specifications and diretction of engineer incharge.	Item5	39.6	CUM
7	6	TRANSPORTING & DISPOSAL of the SURPLUS EARTH AND EXCAVATED MATERIAL including shrubs and vegetations from construction area beyond initial lead of 200 mtrs to maximum lead of 2.0 KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, leveling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. The work volume of surplus material shall be measured as the difference of volume of excavation & the volume of back filling .	Item6	21.43	CUM
8	7	Providing and filling in foundation with granite / trap broken metal 100mm and down size, with approved sand including hand picking, ramming, watering, including cost of all materials and labour with all lead and lift complete as per standard specifications and diretction of engineer incharge.	Item7	1.03	CUM
9	8	Providing & filling brick bats below grade slab or anywhere including Supply and Transportation of approved material to the work area,Cleaning of all undesired foreign material before filling, Laying in layers of maximum 300 mm, finishing to the required level and profile as per drawings, Watering and/or dewatering, complete as per standard specifications and directed by Engineer-In-Charge	Item8	4.43	CUM
10	9	Breaking concrete structures located at all levels without damaging other structures by mechanical or manual means including Cleaning the surface to be broken of all undesired material, Breaking the concrete using chisel and sledge or pneumatic jack hammer, Breaking the broken pieces in smaller size if required to facilitate easy transportation and disposal of the same, Cleaning the work place of all loose broken pieces of concrete, Erecting and removal of scaffolding wherever required for the work, Transportation and stacking of broken pieces at the place of disposal, supply of machinery, labor etc. complete and complying with given specifications and drawing and diretction of engineer in charge.	Item9	2	CUM
11	10	Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 2.00KM lead as directed by Engineer-in-charge.	Item10	34.56	SQM
12	11	Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:3:6 by mass (1 Cement: 3 Coarse Sand: 6 Crushed Stone aggregates/Gravels) with 40mm and down size graded crushed stone aggregates / Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item11	9.32	CUM
13	12	Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:1.5:3 by mass (1 Cement: 1.5 Coarse Sand: 3 Crushed Stone aggregates/Gravels) with 20mm and down size graded crushed stone aggregates / Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item12	1.52	CUM
14	13	Providing and laying in position reinforced cement concrete of Design Mix M25 with OPC cement @340 kgs, with 20mm and down size graded coarse aggregates @ 0.70cum and fine aggregates @ 0.47cum,with admixures if requirred machine mixed, concrete laid in layers not exceeding 15 cms, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc., with pockets, openings, recesses, chamfering etc., wherever required, for all works in foundation (in any shape, position and thickness ) including cost of all materials, labour, HOM of machinery, complete as per shown specifications and as directed by EIC. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.(EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING)	Item13	5.48	CUM
15	14	Providing and laying in position reinforced cement concrete of Design Mix of grade M25 with OPC cement @340 kgs, with 20mm and down size graded crushed stone aggregates/ gravel @ 0.70cum and fine aggregates @ 0.47cum,with admixtures if used at machine mixed, concrete laid in layers not exceeding 15 cms, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc with pockets, openings, recesses, chamfering etc., wherever required for all works in SUPER STRUCTURE upto 15m height above plinth level (any shape, position and thickness ) including cost of all materials, labour, HOM of machinery all complete as per shown specifications and as directed by EIC. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.(EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING)	Item14	5.47	CUM
16	15	Providing, supplying and erection of precast reinforced concrete slab for trenches, pit & manholes etc. of varying thickness from 50 mm to 350mm or as specified of RCC of Design Mix concrete M-25 grade including providing lifting hook, shuttering, transporting to site, erecting, leveling, aligning excluding the Cost of Reinforcement etc. complete and as directed. All materials including cement supplied by the contractor.	Item15	1.3	CUM
17	16	Providing TMT steel reinforcement of various diameters from 8 to 32 mm otherwise specified for RCC works including staightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire, and anchoring to the adjoining members, or mechanical coupling wnerever necessary, complete (laps. hooks, and wastage shall not be measured and paid) as per detailed designs, drawings and schedules, including preparing bar bending schedule , cost of all material, labour, HOM of machinery etc., complete as per specifications.	Item16	1.22	MT
18	17	Providing and removing CENTERING AND SHUTTERING for foundations and sub structure, for all depths below and upto & inclusive of plinth level including prefabrication of shuttering using Steel plates/Timber planks or Rough plywood , spraying or brushing form-release-agent on the surface of shuttering contacting with concrete , assembling, cutting, fitting, fixing, bolting, leveling, aligning, bracing, shoring, reshoring, welding, installing, scaffolding for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, Making good the concrete surface with cement slurry where honeycombing, segregation etc. is noticed etc. complete and as specified and directed.	Item17	40.75	SQM
19	18	Providing and fixing CENTERING AND SHUTTERING related to RCC for superstructures for heights up to 15.0 mtrs above plinth level including prefabrication of shuttering using steel plates /Timber planks or Rough plywood , spraying or brushing form-release-agent on the surface of shuttering contacting with concrete , assembling, cutting, fitting, fixing, bolting, leveling, aligning, bracing, shoring, reshoring, welding, installing, scaffolding for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture , Making good the concrete surface with cement slurry where honeycombing, segregation etc. is noticed etc. complete and as specified and directed.	Item18	52.25	SQM
20	19	Supply and fixing of 150 mm dia rain water down take PVC pipe wrever required,including all special fixtures like clamps screw,anchoring,fittings, scaffolding work werever required, labour etc.for all height works , as direcetd by EIC.	Item19	6	RM
21	20	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level, Cement mortar 1:6 (1 cement : 6 coarse sand) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item20	2.31	CUM
22	21	Providing and constructing laterite size stone masonry for in Cement Mortar 1:6 for foundation including cost and conveyance of materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples.(Cement 45kgs/M3) (cost of scaffolding work for masonry included) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item21	16.55	CUM
23	22	Providing and constructing laterite size stone masonry for in Cement Mortar 1:6 for superstructure including cost and conveyance of materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples.(Cement 45kgs/M3) (cost of scaffolding work for masonry included) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item22	16.46	CUM
24	23	Providing and laying factory made Precast concrete solid blocks of 200mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand) ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item23	1.9	CUM
25	24	Providing smooth finish 6 mm thick plaster for ceiling as per drawing plain in single coat in cement mortar 1:4 (1cement : 4 fine sand by volume) on masonry, PCC/ RCC including preparation of base, finishing, curing etc complete. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item24	30.25	SQM
26	25	Providing plain faced cement mortar finish plaster 12 mm thick in single coat in cement mortar 1:4 (1cement : 4 fine sand by volume) on masonry, PCC/ RCC including preparation of base, finishing, making groove, strip, curing etc complete as per standard specifications and diretction of engineer incharge. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.	Item25	245.24	SQM
27	26	Providing and laying Ceramic floor tiles of 1st quality conforming to IS : 15622 of approved make laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete as per standard specifications and direction of engineer incharge.	Item26	22.08	SQM
28	27	Providing and laying Ceramic tiles in skirting risers of steps and dados, of 1st quality conforming to IS : 15622 of approved make laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete as per standard specifications and direction of engineer incharge.	Item27	40.11	SQM
29	28	Supplying & aplying one coat of water thinnable cement primer of approved brand and manufacture on wall surface after thouroughly brooming the surface to remove all dirt and loose powdrered materials, free from mortar drops and other foriegn matter complete as per standard specifications and diretction of engineer incharge.	Item28	244.23	SQM
30	29	Supplying & aplying two coat of wall painting with plastic emulsion paint of approved brand and manufacture over one coat of priming coat to give an even shade complete as per standard specifications and diretction of engineer incharge.	Item29	87.21	SQM
31	30	Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade over one coat of priming coat to give and even shade cost of materials,labour, complete as per specifications and as directed by Engineer In Charge	Item30	157.01	SQM
32	31	Providing fabricating, assembling and fixing in position powder coated aluminim doors to a minimum of 60 - 70 micrones with exterior durable pure polyster grade powder of approved quality using following aluminim mat finish or glossy finish , outer frame plain section101.6 x 44.45mm thickness 3.18mm , section weight 2.404kg/m , door shutter vertical sections 44.62 x 44.4mm thickenss 3.18mm , section weight 1.505kg/m , top section 47.62 x 44.45mm thickness 3.18mm, section weight 2.646kg/m , door central section 49.91 x 44.45 mm thickness 3.00mm section weight 1.495kg/m glazing clips 19 x 17.3 x 11 mm thickness 0.9mm section weight 0.124 kg/m , aluminium sections cut to lenght joint metred corners grinded , the shutters pivoted opening arrangement with heavy duty aluminium alloy automatic door closures, providing and fixing standard approved accessories such as aluminium handle for full width or lenght , tower bolts, lock , pivots, PVC or rubber gasket with 10 mm thick Toughened glass for top panel , aluminium sections treated for removal of any rust and prevention of further rust formation and coated with greasy materials for non adherance of mortars or any other sticky materials, the assembled frame fitted with the corner angles , strips and fitted with screws , rawl plugs or teak wood gatties to RCC columns or masonry on sides, beams and flooring in bottom including cutting, chistling and making good with cement mortar to match the surface all the frames throguhly cleaned free from trust , scale or dirt including cost of materials , fixtures , labour & HOM complete as per specifications and as directed by EIC	Item31	10.08	SQM
33	32	Providing and fixing in position powder coated alluminum windows and louver type ventilators with shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc. installation of insect screen providing and fixing 8 mm thick Toughened glass for shutters fitted with rubber beading all aluminium sections including cutting to require lenght joints mitred subdividing the frame tenonned and rivetted in the assembled frame, stiffened with end clips for corners, angles etc and fixed to the walls with necessary steel screws , raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar complete as per specifications and as directed by EIC	Item32	13.77	SQM
34	33	Providing & fixing Fibre door with Solid Fibre Frame of 2.5"x2.5" and 25mm thk Panelled type moulded Fibre door as per design including all fixtures & accessories required, including fixing the door in position, finishing etc complete as per specifications and as directed by EIC	Item33	1.89	SQM
35	34	Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates/MS Pipes/MS supports in columns, girders, beams, supports, bracings, gussets, joists, staircase, pipe hand rail for stairs, platforms, walkways, ladder, pits, connections, bolts, washers, plates, brackets etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection,Loading, unpacking and assorting at storage area, Transportation to fabrication shop and/or working area including Painting with two coat of enamel paint over one coat of priming coat, supply of machinery, labor etc. complete and complying with given specifications and drawing and diretction of engineer in charge. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.	Item34	0.35	MT
36	35	Providing & laying in position approved quality, colour and shade, precoated corrugated galvalume sheet for roofing, side cladding, louvers etc., with overall thickness of 0.5mm including 175 gm/m2, primer coat 5 microns minimum, top coat to exposed surface 20 microns minimum, back coat to bottom unexposed surface 20 microns minimum, back coat to bottom unexposed surface 7 microns minimum, having a profile of 30mm and a pitch of 190mm to 255mm, making opening for piping, duct etc. fixing the special fixtures, such as ridge covers, gable covers etc., with special fasteners etc., including providing and installing flashing as per drawing, approved manufacturer's specification and as directed by Engineer In Charge.	Item35	40.63	SQM
37	36	Supply and installation of Mechanical anchor fasteners of diameters specified below for supporting structural steel members with existing reinforced concrete floor beam/pedestal, including machinery, labour etc complete(diameter 12mm, length 225mm)	Item36	45	Nos
38	37	Providing and fixing of mosquito mesh shutters made out of stainless steel mosquito proof mesh complete as per specifications, requirement & as directed by EIC.	Item37	1.08	SQM
39	38	Supplying and erection of 500 ltrs overhead water tank including fixing in position,cost involved for lead and lift all complete as per specifications, requirement & as directed by EIC.	Item38	1	Nos
40	39	Supplying and fixing of FLOAT VALVE of approved make complete as per specifications, requirement & as directed by EIC.	Item39	1	Nos
41	40	Supplying and fixing of FLOAT BALL of approved make complete as per specifications, requirement & as directed by EIC.	Item40	1	Nos
42	41	Construction of brick masonry inspection chambers 600 x 600x450mm depth (clear inside dimension) for single pipe line in cement mortar 1:5, C.I cover with frame (light duty) 600x600mm internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23kg and weight of frame 15kg) RCC top slab with cement concrete M15 with 20mm and down size granite metal, foundation concrete M5 with 40mm and down size granite metal inside plastering 12mm thick with cement mortar 1:3, finish smoth with a floating coat of cement on walls and bed concrete complete as per standard design with a bed of 1:4:8,including brick walls,4"/6"PVC pipe entry provisions,plastering of inside walls of chamber,forming,benching,channelling,curing etc, with top RCC chamber cover of heavy duty as per the requirements including cost of material,curing labour complete as per specifications & as directed by Engineer In charge.	Item41	1	Nos
43	42	Providing and fixing in position pre-cast R.C.C. manhole cover and H D - 20 frame of required shape and approved quality Circular shape 560 mm internal diameter complete as per specifications & as directed by Engineer In charge.	Item42	1	Nos
44	43	Providing and fixing wash basin of size 550 x 400mm and making good the wall and floor wherever required including cost of material, labour complete as per specifications, requirement & as directed by EIC.	Item43	1	Nos
45	44	Providing wash basin brackets of approved 1st quality and make conforming to ISI specifications and fixing for low down cistern as per specifications, requirement & as directed by EIC. Rate includes cost of materials and conveyance to work spot	Item44	2	PAIR
46	45	Providing and fixing flat back, lipped front urinal basin of 430x260x350mm including C.P brass spreaders with brass unions and GI clamps complete, cutting and making good wall and floor wherever required, including cost of material, labour complete as per specifications, requirement & as directed by EIC.	Item45	1	Nos
47	46	Providing and fixing wall mounted commode European type (Pedestal type, P trap) including solid plastic seat and lid,40mm diameter flush bend with fittings and clamps, over flow arrangements with special and 25mm mosquito proof couplings, cutting and making good wall and floor wherever required, including cost of material, labour complete as per specifications, requirement & as directed by EIC.	Item46	1	Nos
48	47	Supplying and fixing of square type steel jally for waistline as per specifications, requirement & as directed by EIC.	Item47	2	Nos
49	48	Supplying and fixing of CONCEALED FLUSH VALVE of approved make complete as per specifications, requirement & as directed by EIC.	Item48	1	Nos
50	49	Supplying and fixing of Pillar Tap of approved make,as per the requirement & as directed by EIC.	Item49	2	Nos
51	50	Supplying and fixing of angle valve of approved make, as per specifications, requirement & as directed by EIC.	Item50	2	Nos
52	51	Supplying and fixing of Health Faucet of approved make complete as per specifications, requirement & as directed by EIC.	Item51	1	SET
53	52	Supplying and fixing of Push Cock of approved make ,complete as per specifications, requirement & as directed by EIC.	Item52	1	Nos
54	53	Providing and fixing of un plasticised PVC Connection pipe with brass union 20mm nominal bore 300mm length of PVC connection including cost of all materials, labour and HOM of equipments with all leads complete as per specifications, requirement & as directed by EIC.	Item53	2	SET
55	54	Supplying and fixing of waste cupling of approved make, as per specifications, requirement & as directed by EIC.	Item54	2	Nos
56	55	Providing and fixing in position brass stop cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications, requirement & as directed by EIC.	Item55	2	Nos
57	56	Supplying and fixing of PVC multifloor trap for waistline for the above as per specifications, requirement & as directed by EIC.	Item56	2	Nos
58	57	Providing and laying underground, on walls/ceiling / floors, embedded in wall of following dia. approved of 4kgf/cm2 CPVC/PVC/UPVC pipe in concealed line with all materials such as elbow, bend, or any other accessory required complete as per the requirement of the site-in-charge,engineer.(All fittings to be ISI grade.)	Item57
59	58	3/4" dia CPVC pipe	Item58	15	MTR
60	59	1 1/2" dia CPVC pipe	Item59	15	MTR
61	60	1 " dia PVC pipe	Item60	15	MTR
62	61	2 1/2 " dia PVC pipe	Item61	15	MTR
63	62	4" dia PVC pipe	Item62	15	MTR
64	63	Supplying and fixing UPVC ball valve(1 1/2" dia )	Item63	1	Nos
65	64	Supplying and fixing PVC ball valve(2 1/2" dia )	Item64	1	Nos
66	65	Providing and fixing STANDARD MIRROR including all other materials, labour etc..complete as per specifications, requirement & as directed by EIC.	Item65	1	NO.
67	66	Providing and fixing approved quality SS towel rail of 20mm dia, 600mm length and 1.25mm thickness including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.	Item66	2	NO.