Construction Of Toilet Cum Wash Room For Junior Commissioned Officers Club At Unit 667 At Sf Complex , Jagdalpur . , Girola, Jagdalpur.-Chhattisgarh

Construction Of Toilet Cum Wash Room For Junior Commissioned Officers Club At Unit 667 At Sf Complex , Jagdalpur . , Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1 . 5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms , Lift Upto 1 . 5 M , Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed , Within A Lead Of 50 M . , Diluting And Injecting Chemical Emulsion For Post-ConstructionalAnti-Termite Treatment ( Excluding The Cost Of Chemical Emulsion ) :I ) Along External Wall Where The Apron Is Not Provided Using Chemical Emulsion @ 7 . 5 Litres / Sqm Of The Vertical Surface Of The Substructure To A Depth Of 300Mm Including Excavation Channel Along The Wall & Rodding Etc . Complete: , Providing And Laying In Position Cement Concrete Of Specified GradeExcluding The Cost Of Centering And Shuttering - All Work Up To PlinthLevel :I ) 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) . , 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 . ( Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum . Excess/Less Cement Used As Per Design Mix Is Payable/Recoverable Separately ) . , Plinth . , Slab . , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1 . 7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Apiece Of Cloth Lightly Soaked In Kerosene Oil . , Damp-Proof Course . I ) Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) : 4 Graded Stone Aggregate 12 . 5Mm Nominal Size ) , Ceramic Glazed Tiles :- , Providing And Fixing 1St Quality Ceramic Glazed Floor 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 . 3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete . , Providing And Fixing Ist 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 . 3Kg Per Sqm , Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete . , Internal/External Plaster . , 6 Mm Cement Plaster 1:3 ( 1 Cement : 3 Fine Sand ) Finished With A Floating Coat Of Neat Cement And Thick Coat Of Lime Wash On Top Of Walls When Dry For Earing Of R . C . C . Slabs And Beams . , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix :1:6 ( 1 Cement: 6 Fine Sand ) . , 18 Mm Cement Plaster In Two Coats Under Layer 12 Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand ) Finished With A Top Layer 6 Mm Thick Cement Plaster 1:6 ( 1 Cement : 6 Fine Sand ) . , Steel Reinforcement For R . C . C . Work Including Straightening , Cutting , Bending , Placing In Position And Binding All Complete Upto Plinth Level . Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More . , Brick Work In Foundation :-Brick Work With Common Burnt Clay Machine Moulded Modular Bricks Of Class Designation 12 . 5 In Exposed Brick Work Including Making Horizontal And Vertical Grooves 10 Mm Wide 12 Mm Deep Complete In Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) . I ) From Ground Level Upto Plinth Level . , Brick Work In Superstructure:-Brick Work With Clay Flyash F . P . S . ( Non Modular ) Brick Of Class Designation 7 . 5 In Superstructure Above Plinth Level Up To Floor Five Level In :I ) Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) . , Centering And Shuttering Including Strutting , Propping Etc . And RemovalSuspended Floors , Roofs , Landings , Balconies And Access Platform . , 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:I ) With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm . , External/Internal Painting -I ) White Washing With Lime To Give An Even Shade :New Work ( Three Or More Coats ) . , Providing And Applying Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade :I ) New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer . , Finishing Walls With Textured Exterior Paint Of Required Shade : , A ) New Work ( Two Or More Coats Applied @ 3 . 28 Ltr/10 Sqm ) Over And Including Priming Coat Of Exterior Primer Applied @ 2 . 20Kg/ 10 Sqm , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Decorative Type , Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters . I ) 35 Mm Thick Including Isi Marked Stainless Steel Butt HingesWith Necessary Screws . , Providing And Fixing The Following Hardware Fittings Of Approved Make:-Brass Tower Bolt ( Barrel Type ) 250X10 Mm . , Providing And Fixing Aluminium Handles , Isi Marked , Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade , With Necessary Screws Etc . Complete : , Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R . C . C . Top Slab With 1:1 . 5:3 Mix ( 1 Cement : 1 . 5 Coarse Sand ( Zone- Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand ( Zone- Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) , Inside Plastering 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With Floating Coat Of Neat Cement And Makingchannels In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : , Inside Size 120X90 Cm And 90 Cm Deep Including C . I . Cover With Frame ( Medium Duty ) 500 Mm Internal Diameter , Total Weight Of Cover And Frame To Be Not Less Than 116 Kg ( Weight Of Cover 58 Kg And Weight Of Frame 58 Kg ) : With Common Burnt Clay F . P . S . ( Non Modular ) Bricks Of Class Designation 7 . 5 . , Water Supply :-Providing And Fixing G . I . Pipes Complete With G . I . Fittings And Clamps , I/C Cutting And Making Good The Walls Etc . , ( A ) 32 Mm Nominal Outer Dia Pipes . , ( B ) 25 Mm Nominal Outer Dia Pipes . , ( C ) 20 Mm Nominal Outer Dia Pipes . , Providing And Fixing Of 32Mm Gun Metal Gate Valve With C . I . Wheel Of Approved Quality ( Screwed End ) . , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality , High Or Low Pressure , With Plastic Floats Of Following Size : - ,

INR 500 /-

INR 14600.0 /-

INR 7.30 Lakhs /-

Name of Work: CONSTRUCTION OF TOILET CUM WASHROOM FOR JUNIOR COMMISSIONED OFFICERS CLUB OF UNIT 667 AT SF COMPLEX JAGDALPUR.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.	1.01	15.55	Cum
2	2	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL\nanti-termite treatment (excluding the cost of chemical emulsion) :\n\ni) Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:	1.02	15	Rm
3	3	Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth\nlevel :\n\ni) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).	1.03	5.18	Cum
4	4	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.\n\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/\nless cement used as per design mix is payable/recoverable separately).	1.04
5	4.01	Plinth.	1.05	4.61	Cum
6	4.02	Slab.	1.06	3.09	Cum
7	5	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.	1.07	3.84	Sqm
8	6	DAMP-PROOF COURSE.\n\ni) Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)	1.08	3.84	Sqm
9	7	Ceramic Glazed Tiles :-	1.09
10	7.01	Providing and fixing 1st quality ceramic glazed floor 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.	1.1	22.79	Sqm
11	7.02	Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.	1.11	25.15	Sqm
12	8	Internal/External Plaster.	1.12
13	8.01	6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for earing of R.C.C. slabs and beams.	1.13	20	Sqm
14	8.02	15 mm cement plaster on the rough side of single or half brick wall of mix :\n\n1:6 (1 cement: 6 fine sand).	1.14	20	Sqm
15	8.03	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).	1.15	20	Sqm
16	9	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. \n\nThermo-Mechanically Treated bars of grade Fe-500D or more.	1.16	1000	Kgs
17	10	Brick Work in Foundation :-\n\nBrick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).\nI) From ground level upto plinth level.	1.17	6.34	Cum
18	11	Brick work in superstructure:-\nBrick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :\ni) Cement mortar 1:4 (1 cement : 4 coarse sand).	1.18	20.16	Cum
19	12	Centering and shuttering including strutting, propping etc. and removal\nSuspended floors, roofs, landings, balconies and access platform.	1.19	80	Sqm
20	13	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:\ni) With average thickness of 120 mm and minimum thickness at khurra as 65 mm.	1.2	20	Sqm
21	14	External/Internal Painting -\ni) White washing with lime to give an even shade :\nNew work (three or more coats).	1.21	20	Sqm
22	15	Providing and applying Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :\n\ni) New work (two or more coats) over and including water thinnable priming coat with cement primer.	1.22	70	Sqm
23	16	Finishing walls with textured exterior paint of required shade :	1.23
24	16.01	a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm	1.24	70	Sqm
25	17	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.\n\ni) 35 mm thick including ISI marked Stainless Steel butt hinges\nwith necessary screws.	1.25	7.56	Sqm
26	18	Providing and fixing the following hardware fittings of approved make:-\nBrass tower bolt (barrel type) 250x10 mm.	1.26	6	Nos
27	19	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :	1.27	6	Nos
28	20	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :	1.28
29	20.01	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : \nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5.	1.29	1	Nos
30	21	Water supply :-\nProviding and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.	1.3
31	21.01	(a) 32 mm nominal outer dia Pipes.	1.31	50	Rm
32	21.02	(b) 25 mm nominal outer dia Pipes.	1.32	30	Rm
33	21.03	(c) 20 mm nominal outer dia Pipes.	1.33	10	Rm
34	22	Providing and fixing of 32mm gun metal gate valve with C.I. wheel of approved quality (screwed end).	1.34	4	Nos
35	23	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats of following size : -	1.35
36	23.01	(a) 25 mm nominal bore.	1.36	4	Nos
37	23.02	(b) 20 mm nominal bore.	1.37	4	Nos
38	24	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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.	1.38	500	Per Litre.
39	25	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:\n\ni) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.	1.39	1	Nos
40	26	Providing and fixing 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.I. 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 :\n\nW.C. pan with ISI marked black solid plastic seat and lid.	1.4	1	Nos
41	27	Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.\n\n10 litre capacity - White.	1.41	1	Nos
42	28	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.	1.42	3	Nos
43	29	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:\n\nWhite Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps	1.43	1	Nos
44	30	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.	1.44	2	Nos
45	31	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 :\n\ni) Rectangular shape 453x357 mm.	1.45	1	Nos
46	32	Providing and fixing toilet paper holder :\n\nC.P. brass.	1.46	2	Nos
47	33	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, Single socketed pipes.\n\ni) 110 mm diameter.	1.47	15	Rm
48	34	LIGHT POINTS\nPoint wiring for lignt/fan/exhaust fan with 2 Run of 650v grade 1.5 sqmm & 1 run of 1.5 sqmm mm PVC insulated multistrand, FRLS, Copper conductor wires, run in and incuding 25mm dia heavy gauge PVC conduits concealed in wall/ ceilling conforming to IS 732 including all accessories such as junction boxes, conduit bends elbows and ceilling rose, anodised GI switch box with moduler switch and box covered with front plate.\n(i) One Light point controlled by one 6A switch.	1.48	6	Nos
49	35	Supply and installation of following type LED light fixture of 15/25 W, on wall/ Ceilling including all fixing accessories such as leads, etc., complete as required. Make Syska/Philips or Equivalent.	1.49	4	Nos
50	36	Supply,instattation, testing and commissioning of 900 RPM, exhaust fan complete with motor, a set of blades, cowl, adjustable type louvres, grouting bolts, power improvement capacitors including making holes In the wall tol suit of fan and as per H avels/Crompton/Bajaj make.\ni) 230 mm dia.	1.5	3	Nos
51	37	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.	1.51	20	Rm
52	38	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.\n\ni) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 356.	1.52	10	Rm
53	39	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.\n\ni) Single pole and neutral.	1.53	2	Nos