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Vertical Tender Of Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santkabir Nagar Up Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santk, Basti-Uttar Pradesh

Uttar Pradesh Rajya Nirman Sahkari Sangh Limited has published Vertical Tender Of Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santkabir Nagar Up Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santk. Submission Date for this Tender is 02-06-2020. Civil Work Tenders in Basti Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24405169
Vertical Tender Of Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santkabir Nagar Up Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santk
Open Tender
Indian
Uttar Pradesh
Basti
02-06-2020

Tender Details

Vertical Tender Of Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santkabir Nagar Up Construction Of Balance Work For Comunity Center And Hand Pump At Village Bandhwa Block Baghauli District Santkabir Nagar Up , Community CenterEarth Work In Excavation In Trenches For Foundation Pipes Cable Etc . ( Loan Clay Or Sand ) Including Lift Up To 50M And Dressing Of Sides And Ramming Of Bottom And Disposal Of Surplus Excavated Earth As Directed By The Engineer-In-Charge Within Ahead Of 30M . , Filling Of Carted Earth . , Sand Filling In Plinth Including Supply Of Necessary Quantity Of Sand From A Distance Not Exceeding 8 Km . ( 5 Miles ) From The Site Of Work And Including Watering , Ramming , Dressing Etc Rate To Include Cost Of All Materials , Labour , T & P Etc Required For Proper Completion Of The Work . , Providing And Laying Cement Concrete 1:4:8 ( 1 Cement :4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size ) Not Less Than Strenght Of M150 Stone Ballast , Including Cost Of Form Work In Foundation & Floors . , Providing And Injecting Chemical Emulsion For Preconstructional Antitermite Treatment And Creating A Chemical Barrier Under And Alround The Column Pits Wall Trenches Basement Excavation Top Surface If Plinth Filling Junction Of Wall And Floor , Along The The External Perimeter Of Binding Expansion Joints , Surrounding Of Pipes And Conduits Etc , Complete ( Plinth Area Of The Building At Ground Floor Only Shall Be Measured As Per I . S . 6313 ( Partii 1981 ) Alderine Emulsifiable Concentrate Or Any Other Approved Material Such As Heptrachlor Or Chlordane Will Be Used . The Rate Of Application Of Chemical Emulsion Shall Be As Follows : ( 1 ) Treatment For Masonary & Foundation 5 Liters Per Sqm . ( 2 ) Back Fill In Immediate Contact With Foundation 7 . 5 Liters/Sqm ( 3 ) Treatment Of Top Surface Of Plinth Filling 5 Liters/Sqm ( 4 ) Treatment Junction Of Wall And The Floor 7 . 5 Liters /Sqm ( 5 ) Treatment Of Soil Along External Perimeter Of Building 7 . 5 Liters/Sqm ( 6 ) Treatment Of Soil Under Apron Along External Perimter 5 Liters/Sqm . ( As Per Manufacturers Standard Dilution ) , R . C . C . Work With Cement Approved Coarse Sand And 20 Mm . Guage Approved Stone Grit Im The Proportion Of 1:1 . 5:3 In Lintels Of Doors And Windows Excluding Supply Of Reinforcement And Its Fixing And Binding The Same With 24 Bwg Binding Wire And Including Necessary Centering And Shuttering Etc . And Also Including Supply Of All Materials , Labour And T & P Etc , Required For Proper Completion Of The Works . Strength Of The Concrete Shall Not Beless Than M-20 . , As In Item No . 6 Above But For Slabs . , As In Item 6 But For The Lighter Beams I . E . Having Spans Upto 6 M . , As In Item 6 Above But In R . C . C . Raft Foundation And Footing With Approved Stone Ballast . , As In Item 6 Above But In R . C . C . Columns In 1:1 . 5:3 Having Strength Not Less Than M-20 . , Class-150 Brick Work In 1:6 Cement And Coarse Sand Of 2 . 25 F . M . Mortar In Foundation And Plinth Including Supply Of All Materials , Labour , Tools And Plants Etc . Required For Proper Completion Of The Work . ( 1:6 Cement & Coarse Sand ) . , Same As In Item No . 11 Above But In Super-Structure Above Plinth Level Up To Floor Two Level ( Up To Two Storeys ) Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honeycombed Brick Work In Thickness Of Wall More Than 12Cms . , Same As In Item No . 12 But In 1:4 Cement And Coarse Sand Mortar In Superstructure For Wall Thickness 12 Cms & Below Brick Work . , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:1 . 5:3 ( 1 Cement : 1 . 5 Coarse Sand : 3 Graded Stone Aggregate 12 . 5 Mm Nominal Size ) Including Water Proofing Material As Directed By The E/C . , Painting On D . P . C . With Two Coats Of Air Blown Bitumen 85/50 Or 85/25 @ 1 . 7Kg/Sqm Approx Including Cost Of Fuel If Any . , P/F Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced , Brick Work ( When Not Included In Over All Rates ) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Including Supply Of Steel Its Wastage Bend Hooks And Authorised Over Lapping Shall Be Measured Upto Floor Two Level . , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non-Decorative Type , Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: ( A ) 35 Mm Thick ( A ) Single Leaf , ( B ) Double Leaf , M . S . Or Iron Work Of Small Sizes And Sections Such As Holding Down Bolts , Hold Fast Tie Rods , Gratings Etc . Wrought To Required From Including Supply Of Steel Bolts , Nuts Wastage Etc And Fixing Required For Proper Completion Of The Work . Providing & Fixing Of Hold Fast For Chaukhats Of Doors And Windows . , Providing & Fixing Of Door / Windows Grill . , Z-Section Steel Windows , Angle Iron Door Chaukhats 40*40*5 , Fixing Of Door , Windows/Ventilators Chaukhats In Position . Door Chaukhat , Window Chaukhat , Ventilator Chaukhat , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix : 1:4 ( 1 Cement: 4 Coarse Sand ) , 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers , And/Or Rounded Angles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive . ( 1 ) 1 Cement : 6 Fine Sand . , 12 Mm Cement Plaster In Single Coat On Rough Side Of Single Or Half Brick Wall For Interior Plastering Up To Floor Two Level Including Internal Rounded Angles Not Exceeding 80 Mm In Girth And Finshed Even And Smooth . ( 1 ) 1 Cement : 6 Fine Sand , Making Grooves 10 To 12 Mm Wide X 8Mm Deep In Plaster Of The Walls Or In Ceiling Vertically Or Horizontally As Required . , Cement Concrete Flooring 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 12-20Mm Nominal Size Laid In One Layer Neat Cement ( 25 Mm Thick Floor ) . , 25 Mm Thick Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mix With Pigment To Match The Shade Of Slab Including Rubbing And Polishing Complete With Base Of Cement Mortar . , 25Mm Thick Kota Stone Slab In Skirting Or Dado Laid With 1:3 Cement And Approved Coarse Sand And Jointed With Grey Cement Slurry Mix Pigment To Match The Shade Of Slab Including Rubbing With Polishing Complete . , Providing & Laying Vitrified Fioor Tiles Kajaria Kerro Brand Or Equivalent Brand Of Super Quality In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than0 . 08% And Conforming To Is : 15622 Of Approved Make In All Colours & Shades , Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigment Etc . Complete . ( Size Of Tiles 600X600mm ) , Supply & Fixing 6Mm ( 1/4 ) Thich China White Glazed Tiles In Flooring Or In Skirting Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar Finished With White Cement Slurry Jointing And Polishing Complete Including Supply Of All Materials Labour And Tools & Plants Etc . Required For Proper Completion Of The Work . , Painting Two Coat Over Priming Coat ( But Including Cost Of Priming Coat ) On Steel And Other Metal Surfaces Up To 10 Cm . Width Or Girth Or Small Articles Not Exceeding 0 . 10Sqm In Area White Superior Synthetic Enamel Such As Luxol3 , Hi-Gloss Apcolite Superlac , Dulux Specified Brushing To Give An Even Shade And Including Cleaning The Surface Of All Dirt , Dust And Other For

Key Value

Document Fees
INR 1298 /-
EMD
INR 50000.0 /-
Tender Value
INR 24.82 Lakhs /-

BOQ Items

Name of Work: Construction of Balance Work For Community Center and Hand Pump at Village-Bandhwa Block-Baghauli, District-Sant Kabir Nagar. (UP)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Community Center\nEarth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m. BI01010001010000000000000515BI0100001125 67.18 cum.
2 2 Filling of carted earth. BI01010001010000000000000515BI0100001133 71.21 cum.
3 3 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour, T & P etc required for proper completion of the work. BI01010001010000000000000515BI0100001135 16.86 cum.
4 4 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast, including cost of form work in foundation & floors. BI01010001010000000000000515BI0100001137 23.14 Cum
5 5 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) BI01010001010000000000000515BI0100001139 121.96 Sqm
6 6 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and T & P etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. BI01010001010000000000000515BI0100001141 5.12 Cum
7 7 As in item no. 6 above but for slabs. BI01010001010000000000000515BI0100001143 18.22 cum.
8 8 As in item 6 but for the lighter beams i.e. having spans upto 6 m. BI01010001010000000000000515BI0100001145 7.66 cum.
9 9 As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast. BI01010001010000000000000515BI0100001147 0.92 cum.
10 10 As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. BI01010001010000000000000515BI0100001149 0.53 Cum
11 11 Class-150 brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand). BI01010001010000000000000515BI0100001151 36.92 cum.
12 12 Same as in item no. 11 above but in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. BI01010001010000000000000515BI0100001157 36.26 cum.
13 13 Same as in item no. 12 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. BI01010001010000000000000515BI0100001160 7.88 cum.
14 14 Providing and laying damp-proof course 40 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) including water proofing material as directed by the E/C. BI01010001010000000000000515BI0100001163 14.88 Sqm
15 15 Painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approx including cost of fuel if any. BI01010001010000000000000515BI0100001165 14.88 Sqm
16 16 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. BI01010001010000000000000515BI0100001167 26.43 Qtl
17 17 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: (a) 35 mm thick\n(a) Single leaf BI01010001010000000000000515BI0100001169 9.45 Sqm
18 18 (b) Double leaf BI01010001010000000000000515BI0100001171 5.04 Sqm
19 19 M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.\nProviding & fixing of hold fast for chaukhats of doors and windows. BI01010001010000000000000515BI0100001173 63.6 Kg
20 20 Providing & fixing of door / windows grill. BI01010001010000000000000515BI0100001175 299.12 Kg
21 21 Z-Section steel windows BI01010001010000000000000515BI0100001178 387.09 Kg
22 22 Angle iron door chaukhats 40*40*5 BI01010001010000000000000515BI0100001180 108.9 Kg
23 23 Fixing of Door, windows/ventilators chaukhats in position.\nDoor Chaukhat BI01010001010000000000000515BI0100001182 7 Nos
24 24 Window Chaukhat BI01010001010000000000000515BI0100001184 8 Nos
25 25 Ventilator Chaukhat BI01010001010000000000000515BI0100001186 4 Nos
26 26 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 coarse sand) BI01010001010000000000000515BI0100001188 22.45 Sqm
27 27 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 fine sand. BI01010001010000000000000515BI0100001190 346.3 Sqm
28 28 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand BI01010001010000000000000515BI0100001192 196.13 Sqm
29 29 Making grooves 10 to 12 mm wide x 8mm deep in plaster of the walls or in ceiling vertically or horizontally as required. BI01010001010000000000000515BI0100001194 97.16 Rm
30 30 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). BI01010001010000000000000515BI0100001196 49.67 Sqm
31 31 25 mm thick Kota Stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab including rubbing and polishing complete with base of cement mortar. BI01010001010000000000000515BI0100001198 15 Sqm
32 32 25mm thick Kota Stone slab in skirting or dado laid with 1:3 cement and approved coarse sand and jointed with grey cement slurry mix pigment to match the shade of slab including rubbing with polishing complete. BI01010001010000000000000515BI0100001200 7.44 Sqm
33 33 Providing & laying vitrified fioor tiles Kajaria Kerro Brand or equivalent brand of super quality in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS : 15622 of approved make in all colours & shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joints with white cement and matching pigment etc. complete. (size of tiles 600x600mm) BI01010001010000000000000515BI0100001202 88.02 Sqm
34 34 Supply & Fixing 6mm(1/4") thich china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labour and tools & plants etc. Required for proper completion of the work. BI01010001010000000000000515BI0100001204 59.88 Sqm
35 35 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. BI01010001010000000000000515BI0100001206 43.88 Sqm
36 36 Same as item above but on new wood surface. BI01010001010000000000000515BI0100001208 28.98 Sqm
37 37 Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. BI01010001010000000000000515BI0100001210 346.3 Sqm
38 38 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. BI01010001010000000000000515BI0100001212 328.71 Sqm
39 39 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and anufacturer, over the plastered wall surface to prepare the surface even and smooth complete. BI01010001010000000000000515BI0100001214 675 Sqm
40 40 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes BI01010001010000000000000515BI0100001216 17.6 Sqm
41 41 Providing & fixing Stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . BI01010001010000000000000515BI0100001218 7 Nos
42 42 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete\n(a) 250 mm x 10mm BI01010001010000000000000515BI0100001220 7 Nos
43 43 (a) 200 mm x 10mm 7 Nos
44 44 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 14 Nos
45 45 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 5 Nos
46 46 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 9 Sqm
47 47 Construction of drain along with apron. BI01010001010000000000000515BI0100001221 55.19 Rm
48 48 Providing & fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing & making curvature (wherever required) & fitting the same with necessary stainless steel nuts, bolts complete, i/c fixing the railing with necessary accessories & 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 Eng-in-charge. BI01010001010000000000000515BI0100001222 8.1 Rm
49 49 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Eng-in-charge to required slope & treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 C. sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. BI01010001010000000000000515BI0100001223 121.68 Sqm
50 50 Plumbing Work\nProviding & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrs PVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. Orissa Pattern W.C. pan of size 580x 440m with integral type foot rests flush pipe and over flow arrangement. BI01010001010000000000000515BI0100001224 2 Nos
51 51 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm brass pillar taps, brass chain with rubber plug, 32mm brass waste of standard pattern including cutting & making good the walls wherever required.a) Flat back wash Basin size 550x400 mm with single 15mm brass pillar tap. 2 Nos
52 52 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 2 Nos
53 53 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm 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:\na) Range of Two urinal basins with 10 litre white P.V.C. automatic flushing cistern 1 Each
54 54 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.\n32 mm dia (for wash basin) 2 Nos
55 55 40 mm dia (for sink and urinal) 2 Nos
56 56 SOIL WASTE & VENT PIPES AND FITTINGS - II\nProviding & fixing soil, waste and vent pipes.\na) 100mm dia centrifugally cast iron S & S pipe. 30 Rm
57 57 b) 75mm dia centrifugally cast iron S & S pipe. 20 Rm
58 58 Providing & fixing M. S. holder - bat clamps of approved design to sand Cast iron/cast iron (spun) pipe embedded in & including cement concrete blocks 10*10*10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Including cost of cutting holes&making good the walls etc.\nFor 100 mm dia pipe 10 Nos
59 59 For 75 mm dia pipe 7 Nos
60 60 Providing & fixing sand cast iron S&S trap of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting & making good the walls and floors.\n100 mm linlet & 100 mm outlet 5 Nos
61 61 100 mm linlet & 75 mm outlet 6 Nos
62 62 Providing & fixing Sand Cast iron S & S coller\n100 mm dia 6 Nos
63 63 75 mm dia 8 Nos
64 64 Providing & fixing sand cast iron S & S bend of required degree with access door insertion rubber washer 3 mm thick, bolts & nuts complete .\n100 mm dia. 3 Nos
65 65 75 mm dia 2 Nos
66 66 Providing & fixing plain sand cast iron S & S Bend of required degree.\n100 mm dia 2 Nos
67 67 75 mm dia 3 Nos
68 68 Providing & fixing heel rest sand cast iron S & S sanitary Bend.\n100 mm dia 8 Nos
69 69 Providing & fixing single equal plain sand cast iron S&S junction of required degree with access door, insertion rubber washer 3 mm thick bolts & nuts complete. \n100 * 100 * 100 mm 3 Nos
70 70 75 * 75 * 75 mm 2 Nos
71 71 Providing & fixing of sand cast iron terminal guard\n100 mm dia . 2 Nos
72 72 75 mm dia 2 Nos
73 73 Painting sand cast iron/centrifugally cast (spun) iron pipes & fittings with paint of any colour over a coat of primer of approved quality. (for new work)\n100 mm 30 Mtr
74 74 75 mm 20 Mtr
75 75 Providing & fixing PTMT towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw 450mm. Long with total length of 495mm, width 78mm and effective height of 88mm 2 Nos
76 76 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.\na) 110 mm diameter 20 Mtr
77 77 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc.\na) 110mm 10 Nos
78 78 WATER SUPPLY PIPES AND FITTINGS - III\nProviding & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.\nExposed on wall. (internal work)\na) 25mm dia nominal bore (medium duty)\n 15 Rm
79 79 b) 32mm dia nominal bore (medium duty) 10 Rm
80 80 c) 15mm dia nominal bore 30 Rm
81 81 d) 20mm dia nominal bore 20 Rm
82 82 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work.\na) 25mm dia nominal bore. 15 Rm
83 83 b) 32mm dia nominal bore. 10 Rm
84 84 c) 15mm dia nominal bore. 30 Rm
85 85 d) 20mm dia nominal bore. 20 Rm
86 86 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.\na) 15mm nominal bore. 12 Nos
87 87 Providing & fixing brass bib cock of approved quality conforming to IS 8931 \na) 15mm nominal bore 4 Nos
88 88 Providing & fixing brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.\na) 15mm nominal bore. 1 Nos
89 89 Providing & fixing brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931\na) 15mm nominal bore 2 Nos
90 90 Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats).\na) 20 mm. Nominal bore 2 Nos
91 91 Providing and fixing gun metal gate valve with wheel of approved quality.\na) 25mm dia nominal bore 1 Each
92 92 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.\nCapacity 1000 litre 1000 Ltr
93 93 Providing and fixing brass stop cock of approved quality.\na) 20 mm nominal bore 1 Nos
94 94 b)15 mm nominal bore 1 Nos
95 95 SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - IVExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.\na) Pipes 80mm to 300mm diameter. 50 Rm
96 96 Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.\na) 150mm diameter 30 Mtr
97 97 b) 100mm diameter 20 Mtr
98 98 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.\na) 150mm diameter S.W. Pipe 30 Mtr
99 99 b) 100mm diameter S.W. Pipe 20 Mtr
100 100 Providing and fixing square mouth S.W. Gully trap grade 'A' comp. with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 & water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg & frame to be not less than 2.70 Kg as per standard design.\na) 150 x 100 mm. size P type 2 Nos
101 101 Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.\na) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. 2 Nos
102 102 Electrical Work.\nWIRING POINTS\n Wiring points for light with 1sqmm. FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm. FR PVC insulated multistrand copper conductor cable asearth continuity wire and piano type switch etc. complete in all respects. 22 Pt
103 103 Same as item No.(1) but for fan and light duty exhaust fan. 10 Pt
104 104 Same as item No.(1) but for 5 amp plug point with piano type switch and socket etc. 7 Pt
105 105 Supply and wiring of submain 2 number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. \na) 2 x 6 sq. mm. With 1 x 4 sq.mm. Earth wire In 25 mm dia conduit. 120 Rmt
106 106 b) 2 x 10 sq. mm. In 25 mm dia conduit. 80 Rmt
107 107 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.\n50 sqmm 3.5 core 60 Rmt
108 108 SUB HEAD II - INSTALLATION OF LIGHT FIXTURES AND FAN.\nErection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects\n 7 Each
109 109 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects. 3 Each
110 110 Supply fixing of electronic fan regulator(modular) 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 7 Each
111 111 S/F of Hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWG M.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 7 Each
112 112 Supply and fixing of single light wall bracket on matching M.D.F.E.G. Board base etc. complete in all respects. 10 Each
113 113 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.\nCategory AAA 8 Nos
114 114 Supply & fixing of Recess/pendent/surface round 12 to 15 Watt LED Down lighter having powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. (Mirror light)\nCategory AAA 2 Nos
115 115 Supply & fixing of water tight oblong 10 watt LED bulk head luminaire with driver set confirming to IP 65 as above protection complete in all respect.\nCategory AAA 2 Nos
116 116 SUB HEAD III - DISTIBUTION BOARD\nConstruction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work.\na) 600x480x200 mm. size 2 Nos
117 117 Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work.\na) 600x480x200 mm. size 2 Nos
118 118 Supply and fixing of flush/surface mounting distribution boards without MCB with additional metal door complete in all respects.(CAT:A)\na) 4 Way TPN 1 Nos
119 119 S&F of 32 Amp.415 V metal clad T.P.N. rewireable type switch fuse unit on angle iron bracket complete in all respects. 1 Nos
120 120 Supply and fixing of 240 volts 'L' series miniature circuit breaker 9 K.A / 10 K.A.in existing MCB, DB complete as required. \na) 6 - 32 amps. 8 Nos
121 121 S&F of 40 Amp. D.P. Isolator. Cat : B 3 Nos
122 122 Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 3 Each
123 123 SUB HEAD IV - EARTHING\nSupply and burying of 600mm x 600 mmx6mm Copper plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and one earthing leads of one No. 8 SWG copper.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and Copper wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 1 Each
124 124 Supply & fixing of one number 8 SWG G.I. wire in 15mm dia G.I. Pipe of earthing, laid in ground or in wall duly conceale including the cost of cement, sand, labour, T&P other material required for proper completion of the work (S.I. No. 721)\na) Same as PS 721 but with one number 8 SWG copper. 50 Rm
125 125 Supply and erection of AC 1400mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required 7 Nos
126 126 Supply of AC 230/250 volts, 50 HZ exhaust fans including providing nuts, bolts, mounting frame and other accessories etc. complete \n(Make : Bajaj / Crompton / Havells)300 mm sweep 900 rpm. 3 Nos
127 127 Septic Tank.\nEarth work in Excavation in trenches for foundation pipes, cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 mt. lead upto 30 m. &dressing of sides & rammings of bottom & disposal of surplus excavated earth as directed by the E/I.\nIn all kind of soil upto 1.5m depth. 12.16 Cum
128 128 In all kind of soil upto 1.5m to 3.0m. depth 8.91 Cum
129 129 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. 0.81 Cum
130 130 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 5.63 Cum
131 131 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. & also including supply of all materials, labour, tools & plants etc, required for proper completion of the works. 0.71 Cum
132 132 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for completion of work & including supply of steel its wastage bend hooks & authorized overlapping shall be measured upto floor two level. 0.44 Qtl
133 133 12 mm cement plaster finished with a floating coat of neat cement of mix. (1) 1 cement : 3 fine sand. 21.5 Sqm
134 134 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 6 Nos
135 135 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 2 Nos
136 136 Providing & fixing 75mm dia vent pipes. 1 Rm
137 137 Providing & fixing of 75mm dia cast iron terminal guard. 1 Nos
138 138 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.\nM.D. -10- Circular shape 500mm internal diameter. 1 Nos
139 139 M.D. -2.5- Circular shape 450mm internal diameter 1 Nos
140 140 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.\nWith F.P.S. bricks. 1 Nos
141 141 SEWERAGE NETWORK.\nExcavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. \nup to 1.50 m depth\nPipes 80 mm to 300 mm diameter.\n 20 Mtr
142 142 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.\n150mm diameter. 20 Mtr
143 143 Providing and laying cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in bedding as per standard design 2 cum.
144 144 Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) in bedding as per standard design 0.72 cum.
145 145 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).\nWith common burnt clay FPS (non modular) bricks of class designation 75\n(i) For Sewer Line 1 Each
146 146 Extra for depth for manholes: \nSize 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5. 1 Mtr
147 147 Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm & over all minimum length 263 mm & width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary & adequate anchoring projections on tail length on 138 mm as per standard drawing & suitable to with stand the bend test & chemical resistance test as per specifications & having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size complete. 4 Each
148 148 EXTERNAL WATER SUPPLY SYSTEM\nProviding & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)\n25mm nominal bore. 30 Rm
149 149 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.\n25mm nominal bore. 1 Nos
150 150 Constructing brick masonry chamber 600 x 600 x 750 mm inside with brick work in cement mortar 1 cement : 4 coarse sand for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter & 180mm deep (inside) with chained lid & RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size & inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete. 1 Each
151 172 Hand Pump\nSupply of following sizes of P.V.C.pipes fitting(6 Kg/cm2)\n(a) 110 mm dia pipes. 280 Rm
152 173 (b) 110 mm dia Slotted P.V.C.pipes 70 Rm
153 174 12 mm dia M.S. connecting rod with hook & thread. 56 Rm
154 175 Supply of 32 mm dia G.I.pipe (Medium Class) 140 Rm
155 176 Supply of india mark-11 Hand pump complete with 24 m connecting road and one number cylinder. 7 Nos
156 177 Hiring oforing T&P including its carriage upto site and return back of complete of work. 7 Job
157 178 150 mm dia boring by palm & pressure method in all type of strata and leveling the site of completion of work including supply of all labour etc. complete.\n(a) 0 to 30 m Below G.L. 385 Rm
158 179 Prepration of PVCassembly and lowering of 110 mm/60 mm PVC pipe and stainer including supply of all labour carriage upto site etc.Required for proper complete of work.\ncarriage upto site and return back of complete of work.\n(a) 0 to 30 m Below G.L. 350 Rm
159 180 Filling with Course Sand surrunding of Hand pipe and below stainer remaining including supply of all labour,T & P Materis etc.Required for proper complete of work. \n\n 10.85 Cum
160 181 Carriage of india Mark-11 Hand pump, 32 mm dia G.I. pile C/rod etc. For divisional store to site of work and its installation with G.I. Riser pipe including supply of all labour etc. Complete with development of bole and its testing. 7 Job
161 182 Construction of precast plateform for india Mark-11 Hand pump as per departmental tupe design including supply of all Materials, etc.Required for proper complete of work. 7 Nos
162 183 Excavation for collection of water for Boring.\n2.5x2.5x1.5=9.375 m3 65.66 Cum
163 184 Water collection for pressure boring. 7 Job
164 185 Provision for unsuccessful bores. 7 Job
165 186 Cost for electric Connection 1 Job
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