Maintenance Of Various Sports Complexes/Golf Courses (Annual Repair And Maintenance Of The Work Of Saket Sports Complex For The Year 2019-20.Sub Head : Widening Of Reception Counter Near Squash Courts, Renovation And Extension Of Yoga Hall, C/O Guard Roo, Executive Engineer/Sports Division-1/Dda-Delhi

TDR : 23042245

Tender Notice
BOQ

Expired

Executive Engineer/Sports Division-1/Dda , Delhi

Tender Brief : Maintenance Of Various Sports Complexes/Golf Courses (Annual Repair And Maintenance Of The Work Of Saket Sports Complex For The Year 2019-20.Sub Head : Widening Of Reception Counter Near Squash Courts, Renovation And Extension Of Yoga Hall, C/O Guard Roo

Document Fees
Refer document

EMD
₹ 99183.0 /-

Tender Value
₹ 49.59 Lakhs /-

Submission Date
02-01-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Maintenance of Various Sports Complexes/Golf Courses (A/R and M/O of the work of Saket Sports Complex for the year 2019-20.Sub Head : Widening of reception counter near squash courts, renovation and extension of yoga hall, C/o guard room, raising of boundary wall, replacement of ceiling of yoga hall, squash courts and TT hall, C/o of toilet in administrative block, and other misc. work.Estimated Cost : Rs.49,59,161/-
1	1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. \nAll kinds of soil.	BI01010001010000000000000515BI0100001113	56	cum
2	2	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m \nAll kinds of soil \nPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	BI01010001010000000000000515BI0100001114	15	Metre
3	3	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	BI01010001010000000000000515BI0100001115	42	cum
4	4	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	BI01010001010000000000000515BI0100001116	2	cum
5	5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : \n1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)	BI01010001010000000000000515BI0100001117	5	cum
6	6	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).	BI01010001010000000000000515BI0100001118	10	Sqm
7	7	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.	BI01010001010000000000000515BI0100001119	10	Sqm
8	8	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.	BI01010001010000000000000515BI0100001120	29	sqm
9	9	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001121	24	cum
10	10	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001122	3	cum
11	11.01	Centering and shuttering including strutting, propping etc. and removal of form for all heights: \nSuspended floors, roofs, landings, balconies and access platform.	BI01010001010000000000000515BI0100001123	21	Sqm
12	11.02	Shelves (Cast in situ).	BI01010001010000000000000515BI0100001124	4	Sqm
13	11.03	Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.	BI01010001010000000000000515BI0100001125	2	Sqm
14	11.04	Edges of slabs and breaks in floors and walls. \nUnder 20 cm wide	BI01010001010000000000000515BI0100001126	23	Metre
15	12	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. \nThermo-Mechanically Treated bars of grade Fe-500 D or more.	BI01010001010000000000000515BI0100001127	360	Kg
16	13	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand)	BI01010001010000000000000515BI0100001128	29	Sqm
17	14	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: \na) Cement mortar 1:4 (1 cement : 4 coarse sand)	BI01010001010000000000000515BI0100001129	21	cum
18	15	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : \nCement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001130	26	cum
19	16	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. \nCement mortar 1:4 (1 cement :4 coarse sand)	BI01010001010000000000000515BI0100001131	2	Sqm
20	17	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. \nGranite of any colour and shade \nArea of slab over 0.50 sqm. \n	BI01010001010000000000000515BI0100001132	4	Sqm
21	18	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.	BI01010001010000000000000515BI0100001133	1	Each
22	19	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 : \n30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. \n	BI01010001010000000000000515BI0100001134	4	Sqm
23	20	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).	BI01010001010000000000000515BI0100001135	4	Sqm
24	21	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. \nFixed to steel windows by welding.	BI01010001010000000000000515BI0100001136	50	Kg
25	22	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete.	BI01010001010000000000000515BI0100001137	2	Each
26	23	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : \n300x16 mm	BI01010001010000000000000515BI0100001138	2	Each
27	24	Providing and fixing aluminium tower bolts 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 : \n250x10 mm	BI01010001010000000000000515BI0100001139	2	Each
28	25	Providing and fixing aluminium pull bolt lock, 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 bolts, nut and washers etc. complete.	BI01010001010000000000000515BI0100001140	2	Each
29	26	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 : \n125 mm	BI01010001010000000000000515BI0100001141	4	Each
30	27	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. \nA) Twin rubber stopper	BI01010001010000000000000515BI0100001142	2	Each
31	28	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). \nFixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).	BI01010001010000000000000515BI0100001143	75	Kg
32	29	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. \nFixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).	BI01010001010000000000000515BI0100001144	35	kg
33	30	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : \n5.5 mm thick glass panes.	BI01010001010000000000000515BI0100001145	10	Sqm
34	31	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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete	BI01010001010000000000000515BI0100001146	20	Sqm
35	32	Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than0.08% and conforming to IS:15622 , of approved brand & manufacturer in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). \nSize of Tile 600x600 mm	BI01010001010000000000000515BI0100001147	22	Sqm
36	33	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.	BI01010001010000000000000515BI0100001148	3	Each
37	34	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. \n110 mm diameter \n	BI01010001010000000000000515BI0100001149	10	Metre
38	35	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. \nShoe (Plain) \n110 mm Shoe \n	BI01010001010000000000000515BI0100001150	6	Each
39	36	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood 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. complete. \n110 mm \n	BI01010001010000000000000515BI0100001151	9	Each
40	37	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( + 0.05 %), total coated thickness with zinc coating 120 gm per sqm as per IS:277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	BI01010001010000000000000515BI0100001152	260	Sqm
41	38	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 gm per sqm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete \nRidges plain (500 - 600mm). \n	BI01010001010000000000000515BI0100001153	72	Metre
42	39	Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at300mm center to centre, suspending the main C carrier of size10x38x10mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and Ccarrier suspension clip and main carrier bracket at 1000mm c/c.Inverted triangle shaped Spring Tee having height of 24 mm and widthof 34mm made of GI steel 0.45 mm thick is then fixed to the main Ccarrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have tojoin, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip intiles into spring 'T' with : \nGI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. \n	BI01010001010000000000000515BI0100001154	505	Sqm
43	40	12 mm cement plaster of mix : \n1:4 (1 cement: 4 fine sand) \n	BI01010001010000000000000515BI0100001155	111	Sqm
44	41	15 mm cement plaster on the rough side of single or half brick wall of mix : \n1:4 (1 cement: 4 fine sand) \n	BI01010001010000000000000515BI0100001156	111	Sqm
45	42	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. \nNew work (two or more coats) over and including water thinnable priming coat with cement primer. \n	BI01010001010000000000000515BI0100001157	29	Sqm
46	43	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: \nTwo or more coats on new work. \n	BI01010001010000000000000515BI0100001158	111	Sqm
47	44	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work. \n	BI01010001010000000000000515BI0100001159	11	Sqm
48	45	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : \nOne or more coats on old work. \n	BI01010001010000000000000515BI0100001160	400	Sqm
49	46	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : \nOne or more coats on old work. \n	BI01010001010000000000000515BI0100001161	20	Sqm
50	47	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. \nNominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) \n	BI01010001010000000000000515BI0100001162	4	cum
51	48	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.	BI01010001010000000000000515BI0100001163	1	cum
52	49	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. \nIn cement mortar \n	BI01010001010000000000000515BI0100001164	2	cum
53	50	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : \nOf area 3 sq. metres and below \n	BI01010001010000000000000515BI0100001165	3	Each
54	51	Dismantling tile work/ stone work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. \nFor thickness of tiles 10 mm to 25 mm \n	BI01010001010000000000000515BI0100001166	46	sqm
55	52	Dismantling cement asbestos or other hard board ceiling / tiled false ceiling with aluminium frame work or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.	BI01010001010000000000000515BI0100001167	505	sqm
56	53	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.	BI01010001010000000000000515BI0100001168	15	cum
57	54.01	Deduct for Taking away dismantled material\nFalse ceiling\n	BI01010001010000000000000515BI0100001169	505	sqm
58	54.02	Old reinforcement	BI01010001010000000000000515BI0100001170	25	kg
59	54.03	Precoated galvanised profile sheets	BI01010001010000000000000515BI0100001171	574	sqm
60	55	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.	BI01010001010000000000000515BI0100001172	1	Each
61	56	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.	BI01010001010000000000000515BI0100001173	1	Each
62	57	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001174	1	Each
63	58	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.	BI01010001010000000000000515BI0100001175	1	Each
64	59	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 : \nRectangular shape 453x357 mm \n	BI01010001010000000000000515BI0100001176	1	Each
65	60.01	Providing and fixing soil, waste and vent pipes : \n100 mm dia. \nCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. \n	BI01010001010000000000000515BI0100001177	5	Metre
66	60.02	75 mm diameter : \nCentrifugally cast (spun) iron socketed pipe as per IS: 3989. \n	BI01010001010000000000000515BI0100001178	3	cum
67	61.01	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : \nFor 100 mm dia. Pipe \n	BI01010001010000000000000515BI0100001179	2	Each
68	61.02	For 75 mm dia. Pipe	BI01010001010000000000000515BI0100001180	2	Each
69	62.01	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. \n100 mm dia \nSand cast iron S&S as per IS - 3989 \n	BI01010001010000000000000515BI0100001181	1	Each
70	62.02	75 mm dia \nSand cast iron S&S as per IS- 3989 \n	BI01010001010000000000000515BI0100001182	1	Each
71	63.01	Providing and fixing plain bend of required degree. \n100 mm dia \nSand cast iron S&S as per IS : 3989 \n	BI01010001010000000000000515BI0100001183	1	Each
72	63.02	75 mm dia \nSand cast iron S&S as per IS - 3989 \n	BI01010001010000000000000515BI0100001184	1	Each
73	64.01	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. \n100x100x100 mm \nSand cast iron S&S as per IS - 3989 \n	BI01010001010000000000000515BI0100001185	1	Each
74	64.02	75x75x75 mm \nSand cast iron S&S as per IS - 3989 \n	BI01010001010000000000000515BI0100001186	1	Each
75	65.01	Providing and fixing single equal plain junction of required degree : \n100x100x100 mm \nSand cast iron S&S as per IS - 3989 \n	BI01010001010000000000000515BI0100001187	1	Each
76	65.02	75x75x75 mm \nSand cast iron S&S as per IS - 3989 \n	BI01010001010000000000000515BI0100001188	1	Each
77	66.01	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: \n100 mm \n	BI01010001010000000000000515BI0100001189	3	Each
78	66.02	75 mm	BI01010001010000000000000515BI0100001190	3	Each
79	67	Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : \n100 mm \n	BI01010001010000000000000515BI0100001191	1	Each
80	68	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : \n100 mm inlet and 100 mm outlet \nSand cast iron S&S as per IS: 3989. \n	BI01010001010000000000000515BI0100001192	1	Each
81	69	Providing and fixing floor mounted white vitreous china single piece, double traps syphonic water closet of approved brand/ make, shape, size and pattern including integrated white viterous china cistern of capacity 10 litres with dual flushing system , including all fittings and fixtures with seat cover, cistern fittings , nuts, bolts and gasket etc. including making connection with the existing trap, complete in all respect as per direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001193	1	Each
82	70	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. \n20 mm nominal outer dia .Pipes. \n	BI01010001010000000000000515BI0100001194	15	Metre
83	71	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work \n20 mm nominal outer dia. Pipes. \n	BI01010001010000000000000515BI0100001195	20	Metre
84	72	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : \n25 mm nominal bore \n	BI01010001010000000000000515BI0100001196	2	Each
85	73	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : \n20 mm nominal bore \n	BI01010001010000000000000515BI0100001197	1	Each
86	74	Providing and fixing uplasticised PVC connection pipe with brass unions : \n45 cm length \n20 mm nominal bore \n	BI01010001010000000000000515BI0100001198	6	Each
87	75	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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.	BI01010001010000000000000515BI0100001199	1000	Litre
88	76	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: \n15 mm nominal bore. \n	BI01010001010000000000000515BI0100001200	1	Each
89	77	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. \n15 mm nominal bore. \n	BI01010001010000000000000515BI0100001201	3	Each
90	78	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore \n15mm nominal bore \n	BI01010001010000000000000515BI0100001202	6	Each
91	79	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge	BI01010001010000000000000515BI0100001203	10	Each
92	80	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : \n150 mm diameter \n	BI01010001010000000000000515BI0100001204	10	Metre
93	81	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: \n150 mm diameter S.W. pipe \n	BI01010001010000000000000515BI0100001205	10	Metre
94	82	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : \n180x150 mm size P type \nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 \n	BI01010001010000000000000515BI0100001206	2	Each
95	83	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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 making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : \nInside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : \nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 \n	BI01010001010000000000000515BI0100001207	1	Each
96	84	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: \na) 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 up to 300 mm height including cleaning the surface before treatment. \nb) 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 waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs \nc) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. \nd)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse 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 3mm deep. \ne) 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 : \nWith average thickness of 120mm and minimum thickness at khurra as 65 mm. \n	BI01010001010000000000000515BI0100001208	19	Sqm
97	85	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: \nWhite Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers. \n	BI01010001010000000000000515BI0100001209	1	Each
98	86	Finishing walls with Acrylic Smooth exterior paint of required shade : \nNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). \n	BI01010001010000000000000515BI0100001210	151	Sqm
99	87	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. including two or more coats of synthetic enamel paint of approved brand and manufacture\nHot finished welded type tubes. \n	BI01010001010000000000000515BI0100001211	9570	Kg
100	88	Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.	BI01010001010000000000000515BI0100001212	1140	Kg
101	89	Providing and fixing bolts including nuts and washers complete.	BI01010001010000000000000515BI0100001213	65	Kg
102	90.01	Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. \nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including two or more coats of synthetic enamel paint of approved brand and manufacture\n	BI01010001010000000000000515BI0100001214	3045	Kg
103	90.02	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including two or more coats of synthetic enamel paint of approved brand and manufacture ( Angle shall be issued free of Cost)	BI01010001010000000000000515BI0100001215	1860	Kg
104	91	Providing and fixing hard drawn steel wire fabric of required width having rectangular/ square mesh painted with two or more coats of enamel paint of approved shade over a coat of primer ( priming and painting to be paid for seperately)	BI01010001010000000000000515BI0100001216	1200	Kg
105	92	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch including fixing with polymer coated 'J' or 'L'hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. \n2mm thick flat. \n	BI01010001010000000000000515BI0100001217	236	Sqm
106	93	Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001218	1690	Sqm
107	94	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable aterial within 50 metre lead as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001219	400	Sqm
108	95	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).	BI01010001010000000000000515BI0100001220	400	Sqm
109	96	Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)	BI01010001010000000000000515BI0100001221	1690	Metre
110	97	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m) having 50 no rounds per 6 metre length, upto 3m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)	BI01010001010000000000000515BI0100001222	205	Metre
111	98	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.	BI01010001010000000000000515BI0100001223	1860	Kg
112	99	Dismantling precoated galvanised profile sheet fixed over railing with screws including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.	BI01010001010000000000000515BI0100001224	574	Sqm

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