Tender For Construction Of Changing Room For The Astroturf Hockey Ground In The Main Ground In Panjab University C Us, Sector-14, Chandigarh., Chandigarh-Chandigarh

TDR : 55328612

Tender Notice
BOQ

12 Days Left

Chandigarh , Chandigarh

Tender Brief : Tender For Construction Of Changing Room For The Astroturf Hockey Ground In The Main Ground In Panjab University C Us, Sector-14, Chandigarh.

Document Fees
Refer document

EMD
₹ 236740.0 /-

Tender Value
₹ 1.18 Crore /-

Submission Date
25-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earth work in excavation by mechanical means (Hydraulic excavator) /manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2	All kinds of soil.
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. (2.25)
4	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
6	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).
7	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
8	1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
9	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size)
10	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
11	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
12	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, levelling & dressing & finishing the top smooth.
13	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
14	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
15	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
16	Centering and shuttering including strutting, propping etc. and removal of form for all heights:
17	Foundations, footings, bases of columns, etc. for mass concrete.
18	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
19	Suspended floors, roofs, landings, balconies and access platform.
20	Shelves (Cast in situ).
21	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
22	Columns, Pillars, Piers, Abutments, Posts and Struts.
23	Stairs, (excluding landings) except spiral-staircases.
24	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.
25	Edges of slabs and breaks in floors and walls
26	Under 20cm wide.
27	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
28	Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).
29	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
30	Thermo-Mechanically Treated bars of grade Fe-500Dor more.
31	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
32	Thermo-Mechanically Treated bars of grade Fe-500D or more.
33	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of thespecified minimum cement content, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.
34	All works up to plinth level.
35	Concrete of M25 grade with minimum cement content of 330 kg /cum
36	All works above plinth level upto floor V level
37	Concrete of M30 grade with minimum cement content of 350 kg /cum
38	Add for using extra cement in the items of design mix over and above the specified cement content therein.
39	Providing and fixing 18 mm 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 20 mm 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 of edges to give high gloss finish etc. complete at all levels.
40	Area of slab upto 0.50 sqm
41	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
42	Granite work
43	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.
44	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.
45	Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.
46	Kiln seasoned and chemically treated hollock wood
47	30 mm thick.
48	Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws:
49	30 mm thick shutters
50	Kiln seasoned and chemically treated hollock wood
51	Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :
52	20 mm dia
53	Providing and fixing ISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378)
54	150 mm.
55	Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete.
56	Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete :
57	150 mm
58	Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws.
59	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, 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.
60	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
61	Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete.
62	Double strip (horizontal type)
63	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.
64	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
65	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
66	Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
67	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.complete.
68	40 mm thick with 20 mm nominal size stone aggregate
69	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
70	40 mm wide and 4 mm thick.
71	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
72	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
73	Size of Tile 600x600 mm.
74	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
75	Size of Tile 600x600 mm
76	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
77	Size of Tile 600x600 mm
78	Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :
79	With residual type petroleum bitumen of grade VG -10
80	10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:
81	With common burnt clay F.P.S.(non modular) brick tile of class designation 10
82	Extra for every additional 1 cm thickness of mud phaska.
83	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
84	In 75x75 mm deep chase
85	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 1 m x1 m x 400 micron, finished with 12 mm 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.
86	12 mm cement plaster of mix :
87	1:6 (1 cement: 6 fine sand)
88	15 mm cement plaster on the rough side of single or half brick wall of mix:
89	1:6 (1 cement: 6 fine sand)
90	6 mm cement plaster of mix :
91	1:3 (1 cement : 3 fine sand)
92	Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):
93	Flush / Ruled/ Struck or weathered pointing
94	Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand):
95	Flush/ Ruled/ Struck or weathered pointing
96	Finishing walls with Acrylic Smooth exterior paint of required shade :
97	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
98	Applying priming coat:
99	With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood
100	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
101	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
102	Two or more coats on new work
103	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
104	Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
105	Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
106	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
107	For fixed portion
108	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
109	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
110	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
111	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
112	Pre-laminated particle board with decorative lamination on both sides.
113	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
114	With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
115	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
116	With stainless steel cover plate minimum 1.25 mm thickness
117	Providing and laying chequerred precast cement concrete 25mm thick (size 300mm x 300 mm) of two colours i.e. Red and Grey in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles laid on 20mm thick cement mortar 1:4. Complete in all respect to the entire satisfaction of the engineer-in-charge.
118	Providing & laying 18mm to 20mm thick Baroda Green Marble Stone (sample shall be approved by engineer in-charge) over 20mm (avg.) thick base of Cement Mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry with matching pigment including polishing, moulding etc. Complete in all respect to the entire satisfaction of the engineer in-charge.
119	Providing and fixing 5 mm thick Bakelite sheet of approved brand as manufactured in paneling fixed in existing aluminium door/window/shutter and partition fixed position with existing aluminium snap beading alongwith PVC/Neoprene felt.Complete as per instruction and satisfaction of the Engineer-in-charge.
120	Providing and fixing 22 gauge chicken wire mesh in required size and shape fixed with bombay nails on vertical and horizontal junction of RCC and AAC blocks masonry i/c scafolding all leads and lifts etc. before plastering of surface all complete as per Direction of Engineer-in-charge.
121	Providing and fixing Ist quality ceramic glazed wall tiles of size 300x600mm 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 Classic grey tile adhesive @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
122	Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade complete in all respect to the entire satisfaction of the Engineer-in-Charge.
123	Providing and laying Brick work with F.P.S bricks of class designation 100 (average compressive strenght not less than 105 kg per sq.c m.) in Foundationa and plinth with cement mortar 1:6 (1 cement: 6 coarse sand). Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
124	Providing and laying Brick work with F.P.S bricks of class designation 100 (average compressive strenght not less than 105 kg per sq.c m.) in superstructure in any height including lead and lift with cement mortar 1:6 (1 cement: 6 coarse sand). Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
125	First class burnt brick work in 115mm thick wall with every fourth course reinforced with hoop iron laid in 1:4 cement sand mortar in superstructure in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
126	First class burnt brick work in 115 mm thick wall laid in cement sand mortar 1:4 without reinforcement in superstructure in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
127	Providing and laying antiskid Ceramic floor tiles for toilet size 1'x1' in different sizes (thickness to be specified by the manufacturer) and approved make in colour and shades, laid on 20mm thick cement mortar (1:4) (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. in any height including lead and lift . Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
128	Distermpering with oil bound washable disterper of approved brand and manufacture give an even shade: New work ( two or more coats) with all required material in any height including lead and lift. Complete in all repect to the entire satisfaction of the Engineer-in-Charge.
129	P/F of factory manufactured solid flush shutter ISI marked (boiling water proof) fixed in existing pressed steel chowkhats including iron hings but excluding cost of chowkhats iron hold fast, corner strips, and stopper etc. (excluding the cost of any fittings other than specified above but including labour for fixing the same in position. a) Commercial with elm or gurjan facing on both side with laminated core and lipped edges.
130	30mm thick
131	20mm thick
132	Providing and fixing hydraulic door closer with all required material & T&P. Complete in all respect to the entire satisfaction of the Engineer-in-charge.
133	Providing and fixing 304 grade SS sliding door bolts, ISI marked with S.S nuts and screws etc. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
134	Size 300 mm x 16 mm.
135	Size 250 mm x 16 mm.
136	Providng and fixing 304 grade SS tower bolts, ISI marked with S.S screws etc. Complete in all respect in to the entire satisfaction of the Engineer-in-Charge.
137	Size 200 mm x 10 mm.
138	Size 150 mm x 10 mm.
139	Size 100 mm x 10 mm.
140	Providing and fixing 304 grade SS handles ISI marked with S.S screws etc. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
141	125 mm
142	100 mm
143	Providing and fixing 304 grade stainless steel hanging floor door stopper, ISI marked, to required colour and shade, with S.S screws etc. complete in all respect to the entire satisfaction of the Engineer-in-Charge(i) Twin rubber stopper.
144	Providing and fixing of pressed steel frame (chowkhat) consisting of 14 gauge (1.4mm thick) steel of (Section/size given below) including iron lugs (hold fast), cleats etc. confirming to C.P.W.D. specification including bolts, for fixing stops, lock nitch provision for receiving tower bolts, hydraulic spring etc. fixed in position including cost of cement concrete 1:3:6 for filling in frame and cement concrete 1:2:4 for fixing hold fast in any height including lead and lift. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
145	Chowkhat size 120mmx60mm with 35mm wide double rebate.
146	Extra rate for providing extra sheet in mullions
147	Providing and fixing of pressed steel frame (chowkhat) consisting of 14 gauge (1.4mm thick) steel of (Section/size given below) including iron lugs (hold fast), cleats etc. confirming to C.P.W.D. specification including bolts, for fixing stops, lock nitch provision for receiving tower bolts, hydraulic spring etc. fixed in position including cost of cement concrete 1:3:6 for filling in frame and cement concrete 1:2:4 for fixing hold fast in any height including lead and lift. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
148	Chowkhat size 90mmx60mm with 35mm wide single rebate.
149	Extra rate for providing extra sheet in mullions
150	Providing and fixing of pressed steel frame (chowkhat) consisting of 14 gauge (1.4mm thick) steel of (Section/size given below) including iron lugs (hold fast), cleats etc. confirming to C.P.W.D. specification including bolts, for fixing stops, lock nitch provision for receiving tower bolts, hydraulic spring etc. fixed in position including cost of cement concrete 1:3:6 for filling in frame and cement concrete 1:2:4 for fixing hold fast in any height including lead and lift. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
151	Chowkhat size 50mmx50mm with 20mm wide single rebate.
152	Extra rate for providing extra sheet in mullions
153	Providing and fixing of 5mm thick tinted glass glazing in aluminium door, window, ventilators, shutters and partitions etc. with EPDM rubber/neoprene gasket in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
154	P/F M.S. steel grills window for 12mm x 12mm square bars vertical & horizontal and frame made of 25mm x 5mm M.S. strips including cutting, hoisting, welding in existing pressed steel chowkhat and apply a priming coat of approved steel primer in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-charge.
155	Base course of floor consisting of 100mm thick CC 1:8:16 with stone ballast 40mm guage laid and consolidated over 100mm thick sand or stone filling complete in all respect to the entire satisfaction of the Engineer-in-Charge.
156	Screed of 50mm thick 1:8:16 to be laid below the topping in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
157	Providing and fixing 6” i\d unplasticised rigid PVC rain water pipes confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion (i) single socketed pipes with clips of approved design U-PVC rain water pipes with M.S. screws etc. including cutting brick work and fixing cement mortar 1:4 & making the good the wall complete in all respect to the satisfaction of the Engineer-in-charge.
158	Providing and fixing 6” i\d unplasticised rigid PVC moulded fittings/accessories for unplasticised rain water pipes junction (single tee with door) confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion for single socketed pipes including cutting brick work and fixing cement mortar 1:4 & making the good the wall complete in all respect to the satisfaction of the Engineer-in-charge.
159	Providing and fixing 6” i\d unplasticised rigid PVC moulded fittings/accessories for unplasticised rain water pipes collar (plain) confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion for single socketed pipes including cutting brick work and fixing cement mortar 1:4 & making the good the wall complete in all respect to the satisfaction of the Engineer-in-charge.
160	Providing and fixing 6” i\d unplasticised rigid PVC moulded fittings/accessories for unplasticised rain water pipes bend confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion for single socketed pipes including cutting brick work and fixing cement mortar 1:4 & making the good the wall complete in all respect to the satisfaction of the Engineer-in-charge.
161	Providing and fixing 6” i\d unplasticised rigid PVC moulded fittings/accessories for unplasticised rain water Pipe Heal Rest bend confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion for single socketed pipes including cutting brick work and fixing cement mortar 1:4 & making the good the wall complete in all respect to the satisfaction of the Engineer-in-charge.
162	Providing and fixing in position 25mm thick (gang saw cut) Agra Red stone (including rubbing & grinding) on project window and clear storey window cills laid in 12.5mm cement sand mortar 1:3, with matching pigment11 ½” wide on 9” thick outer brick wall, nosing, grouted of agra red stone complete in all respect to the entire satisfaction of the Engineer-in-charge.
163	Providing and fixing in position 2” dia 2’-6” long G.I. spout tapper cut for rain water and fixed in CC 1:2:4 position complete in all respect to the entire satisfaction of the Engineer Incharge.
164	Providing and laying jet black granite stone 16mm to 18 mm thick on RCC table top/shelves and vertical sides, riser, skirting etc. including 12mm thick cement mortar 1:3 in base and jointed with matching pigment mix in white cement slurry in joints including bevelled corners with high gloss edge moulding, opening of required size & shape for wash basin/sink etc. complete in all respect in all heights irrespective of lead and lift to the entire satisfaction of the Engineer-in-charge.
165	Providing and applying water proofing treatment on vertical and horizontal surface on sunken area of toilets applying double coat of Dr.Fixit (Pidifix 2k) (water proof solution) including lead and lift at any height Rough slab complete as per direction of engineer in charge.
166	P/F M.S. steel sheet louvers in toilets, windows, ventilators 3 ½” wide of 16mm gauge @ 2” c/c including one coat of primer complete in all respect to the entire satisfaction of the Engineer-in-Charge
167	Providing pre-antitermite treatment as per I.S.I. 6316 in foundation and under the floor thoroughly as per I.S.I. standard specification complete in all respect to the entire satisfaction of the Engineer-in-charge.
168	Providing and laying 60mm thick factory made chamfered edge machine moulded interlock paver blocks (M-30 grade) of make NTC/ NITCO/SHAM/MTPM reflective matt finish of two equal colours i.e. grey and red laid over 100 mm thick cement concrete 1:8:16 with 20 mm thick cement mortar 1:4. Complete in all respect to the entire satisfaction of the engineer-in-charge
169	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
170	All kinds of soil.
171	Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 :
172	All kinds of soil.
173	Pipes, cables etc.exceeding 80 mm dia, but not exceeding 300 mm dia
174	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
175	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources).
176	1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40mm nominal size derived from natural sources)
177	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:
178	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
179	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 :
180	W.C. pan with ISI marked white solid plastic seat and lid.
181	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required:
182	Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern.
183	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:
184	White Vitreous China Flatback wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap.
185	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.
186	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
187	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
188	Flexible pipe
189	32 mm dia.
190	40 mm dia.
191	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
192	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 :
193	Rectangular shape 453x357 mm
194	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
195	Providing and fixing toilet paper holder :
196	C.P. brass.
197	Providing and fixing soil, waste and vent pipes :
198	100 mm dia.
199	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
200	75 mm diameter.
201	Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
202	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
203	100 mm dia
204	Sand cast iron S&S as per IS - 3989.
205	75 mm dia
206	Sand cast iron S&S as per IS- 3989.
207	Providing and fixing plain bend of required degree.
208	100 mm dia
209	Sand cast iron S&S as per IS : 3989.
210	75 mm dia
211	Sand cast iron S&S as per IS - 3989.
212	Providing and fixing heel rest sanitary bend.
213	100 mm dia
214	Sand cast iron S&S as per IS - 3989.
215	75 mm dia
216	Sand cast iron S&S as per IS - 3989.
217	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
218	100X100X100 mm
219	Stand cast iron S&S as per IS - 3989
220	75x75x75 mm
221	Sand cast iron S&S as per IS - 3989
222	Providing and fixing single equal plain junction of required degree :
223	100x100x100 mm
224	Sand cast iron S&S as per IS - 3989.
225	75x75x75mm
226	Sand cast iron S&S as per IS - 3989.
227	Providing and fixing door piece, insertion rubber washer 3 mm thick, bolts & nuts complete :
228	100 mm dia
229	Sand cast iron S&S as per IS - 3989.
230	75 mm dia
231	Sand cast iron S&S as per IS - 3989.
232	Providing and fixing terminal guard :
233	100 mm dia
234	Sand cast iron S&S as per IS - 3989.
235	75 mm dia
236	Sand cast iron S&S as per IS - 39899.
237	Providing and fixing collar :
238	100 mm dia
239	Sand cast iron S&S as per IS - 3989
240	75 mm dia
241	Sand cast iron S&S as per IS - 3989
242	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :
243	100 mm
244	75 mm
245	Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :
246	100 mm
247	75 mm
248	Providing and fixing trap of self cleansing design with screwed down or hinged grating withor without vent arm complete, including cost of cutting and making good the walls and floors:
249	100 mm inlet and 75 mm outlet
250	Sand cast iron S&S as per IS - 3989.
251	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
252	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
253	600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
254	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall
255	15 mm dia nominal bore.
256	20 mm dia nominal bore.
257	25 mm dia nominal bore.
258	32 mm dia nominal bore.
259	40 mm dia nominal bore.
260	Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :.
261	15 mm dia nominal bore.
262	20 mm dia nominal bore.
263	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete (i) 25 to 40 mm nominal bore.
264	Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
265	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
266	20 mm dia nominal bore.
267	25 mm dia nominal bore.
268	32 mm dia nominal bore.
269	40 mm dia nominal bore.
270	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
271	20 mm nominal bore.
272	25 mm nominal bore.
273	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
274	25 mm nominal bore.
275	Providing and fixing uplasticised PVC connection pipe with brass unions
276	45 cm length
277	15 mm nominal bore
278	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
279	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
280	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
281	15 mm diameter pipe
282	20 mm diameter pipe
283	25 mm diameter pipe
284	32 mm diameter pipe
285	40 mm diameter pipe
286	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
287	15 mm dia nominal bore.
288	20 mm dia nominal bore.
289	25 mm dia nominal bore.
290	32 mm dia nominal bore.
291	40 mm dia nominal bore.
292	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.
293	Providing and fixing C.P. brass long body bib cock of approved quality conforming to ISstandards and weighing not less than 690 gms.
294	15 mm nominal bore.
295	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931
296	15 mm nominal bore.
297	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
298	15 mm nominal bore.
299	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
300	Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
301	20 mm nominal bore, 120 mm long, weighing not less than 198 gms.
302	Cutting holes up to 30x30 cm in walls including making good the same:
303	With common burnt clay F.P.S. (non modular) bricks.
304	Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
305	Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.
306	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 :
307	100mm diameter
308	150mm diameter
309	200 mm diameter
310	250 mm diameter
311	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 :
312	100mm diameter
313	150mm diameter
314	200 mm diameter
315	250 mm diameter
316	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 300 x 300 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:
317	100x100 mm size P type :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
318	150x100 mm size P type
319	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
320	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
321	For pipes 100 to 250 mm diameter.
322	Construction of brick masonary rectangular manhole internal size 3’ x 5’ and depth 4 ½’ including cement mortar 1:4 without cover and frame, and RCC top slab 1:2:4, 6” thick with first class bricks in cement mortar 1:4 foundation concrete 1:8:16 aggregate 40mm nominal size inside plastering 12mm thick (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per entire satisfaction of the Engineer-in-Charge.
323	Providing and fixing R.C.C. manhole cover with frame 21” dia and 8” thick I.S.I. marked with all required materials complete in all respect to the entire satisfaction of the Engineer-in-Charge.
324	Providing and fixing of oval or round hand wash basin 45cm dia vitreous chinaware complete with 32mm C.P. brass waste, ½” C.P. brass pillar tap in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
325	Providing and fixing in position best Indian make C.P. brass 2nd pillar tap for hand wash basin in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
326	Providing and fixing C.P. brass caps for bib cocks etc. in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
327	Providing and fixing ½” C.P. Extension piece for C.P. fittings as per required size in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
328	P/F of tank nipple with all required material for water tank in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
329	P/F of ball cock with all required material in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
330	40mm dia
331	P/F of C.P. Connection 15 mm 45 mm long with all required material in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
332	P/F C.P. Soap dish with required materials complete in all respect to the entire satisfaction of the Engineer-in-Charge.
333	P/F C.P. Soap container with required materials complete in all respect to the entire satisfaction of the Engineer-in-Charge.
334	P/F C.P. towel ring with required materials in any height including lead and lift Complete in all respect to the entire satisfaction of the engineer-in-charge.
335	P/F PVC connection 15mm dia 450 long including all required material Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
336	P/F of division plates between urinals of size 68x30cm with all required material in any height including lead and lift. complete in all respect to the entire satisfaction of the Engineer-in-Charge.
337	Providing and fixing 100mm x 600mm chinaware urinal drain channel with C.C. 1:2:4 in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
338	P/F jet connection for existing EWC with all required material complete in all respect to the entire satisfaction of the Engineer-in-Charge.
339	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
340	Group C
341	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
342	1x1.5
343	2x2.5
344	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
345	Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. (DSR Ref 1.23)
346	5/6 amps switch
347	15/16 A switch
348	3 pin 5/6 A socket outlet
349	6 pin 15/16 amp socket outlet
350	Telephone socket outlet
351	TV antenna socket outlet
352	Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
353	Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required.
354	Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
355	Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
356	Group C
357	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
358	6 way (4 + 18), Double door
359	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.
360	Single pole
361	Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A, 240 V “C” curve DP MCB complete with connections, testing and commissioning etc. as required.
362	Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc.as required.
363	For 6 way, Double door TPN MCBDB
364	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
365	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
366	LED Down lighter (SMD Type) (System lumen efficacy ≥ 120 < 135lm/Watt) Supplying, installation, Testing & Commissioning of LED Recessed / surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , UGR (Unified Glare rating) < 19, Flicker free (flicker should be below 5%), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends , CCT 3000°K / 4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards and trade mark certificate (T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim
367	12-15 Watt
368	18 Watt
369	LED Flood light fixture, powder coated pressure die cast aluminium body (System lumen efficacy ≥105 <120 lm/Watt)Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -5 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC As per CISPR -15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM- 21-11 report, CCT 3000°K/4000°K/5700°K/6500°K(As per ANSBin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). (DSR Ref 8.15)
370	250 watt
371	Brush Less DIrect Current (BLDC) Motor Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminum alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al bodyPower Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fan Supply, earthing etc. complete as req.
372	1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210CM/Min (Minimum)
373	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.
374	63 mm dia (OD-63 mm & ID-51 mm nominal)
375	90 mm dia (OD-90 mm & ID-76 mm nominal)
376	LED DisplaySupplying, Installation, Testing and Commissioning of following size LED display (LED monitor) industrial grade with 3840x2160 resolution or better, USB playback, bluetooth and miracast connectivity, 4X HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nits or better, Video wall mode should be available, contrast ratio: 1200:1, OPS slot, viewing angle (H/V): 170°/ 170°, response time less than 12ms, Display control shall be on monitor screen and programmable with remote (remote shall be supplied with system), Key Board, Optical Mouse, etc. as required.
377	55 inch or larger
378	S/E/T/C of MCB TPN 63Amp 10 kA C curve, in the existing distribution board, complete in all respect to the entire satisfaction of EIC. Make:
379	S/I/T/C of 16 Sqmm 4 core XLPE insulated PVC inner sheathed armoured PVC outer sheathed aluminium cable of 11 KV grade to be laid as per DSR item 7.5/7.6/7.7. Complete in all respect to the satisfaction of E.I.C.
380	S/I/T/C of 35 Sqmm 4 core XLPE insulated PVC inner sheathed armoured PVC outer sheathed aluminium cable of 11 KV grade to be laid as per DSR item 7.5/7.6/7.7, complete in all respect to the satisfaction of E.I.C.
381	Supply, erection, testing & commissioning of double door LT Indoor type panel made out of 1.2mm MS sheet and having separate apartment and openable door for each switch gear as required . The panel is including powder coated painting of Siemens Grey color. The panel is erected at the site by making suitable arrengement and is bonding to the earth with washer and thimbles etc.to secure firm contact all the connection are made from the nuts/thimbles duly equipped and provided with the fire proof tape at each end. the job includes all types of material labour,carriage of panel to the site ,grouting and commissiong wtc. as required to complete the job. the panel is comprising of the following:-
382	1 no.s I/C MCCB switch, 100Amp 4pole, 25KA, icu= 100% of ics, with Thermal Magnetic Release with variable Overload and with variable Short circuit protection.
383	LED Indicator (R,Y,B), Metering digital ammeter voltmeter accuracy class 0.5
384	Red Gen Next Pro LED Indicator 22.5 mm, Voltage: 240V ACGreen Gen Next Pro LED Indicator 22.5 mm, Voltage: 240V ACRed Flush Head Push Button, Contact: 1NC, Voltage: 240V ACGreen Flush Head Push Button, Contact: 1NO, Voltage: 240V AC6A 1P 2Way Local - Remote/ Auto-Manual Switch with Center OFF, 60 Deg. Operation
385	4 nos O/C MCB 63A 4 pole, 10kA, 'C' Curve
386	Aluminium TPN bus bar 150 Amp/ 415 V AC (Electrolytic Grade - \\"E91E\\") Supply suitable for current density of 1 Amp covered with Heat shrinkable Tape, mounted on SMC insulaters Job includes making Solid state alluminium insulated inter-connection From bus Bar to O/G and I/G switch Gear
387	Stand made out of 35x35x5mm angle iron, height of 1 feet above & 1.5 feet below the ground provided with 18 G front sheet 1 feet above ground level. Legs grounted in C.C 1:2:4 & making C.C platform 6\\" above ground Level.
388	All incoming and out going connection is in the scope of contractor. (Ref N.S.)
389	Supply & fixing of Computer jack & contact one module RJ45 of Molex/ R&M/ Panduit make including making connection etc. as required to complete the job to the entire satisfaction of EIC.
390	Supply & Erection of Heavy Duty Exhaust fan 12\\" (1400rpm), it includes the cost of M.S. frame & Louver with connection, complete in all respect to the staisfaction of EIC.
391	Supply, erection, testing & commissioning of High Mast based on the following parameters/ requirements of the Deptt.
392	Make:- Transrail, Bajaj, Philips, Surya, BPP, Valmount, Utkars, Ventura
393	Height of Mast:16 Mtr. with power tool based. The power tool 3 phase motorized 1.1 KW complete in all respect should be installed in the pole Reputed ISI marked only.
394	Wind speed: 180 Km/hour as per IS-875 (Part-III).
395	The High Mast & head frame shall be structurally suitable to accommodate the 6 Nos. LED flood light fittings & its control gear boxes.
396	The entire high mast structure (Internally & externally) and all MS parts shall be hot dip galvanized as per BSEN ISO 1461.
397	Construction of the Mast:
398	The mast shaft shall be manufactured from high tensile steel plates confirming to BS EN 10025 having minimum yield strength of 355N/Sq. mm. Each mast shaft section shall be without any circumferential weld joint except base flange. The mast base flange shall be free from any lamination or incursion and provided with supplementary gussets between the bolt-holes to ensure elimination of helical stress concentration.
399	The minimum A/F dimension of top shall be 150 mm (min.) and bottom 360 mm (min.). The mast should have two sections and the sections shall be joined at site by slip-stress-fit method and the sections shall be joined at site by slip-stress-fit method and minimum overlap distance shall be 1.5 times the diameter at penetration.
400	A door reinforced with welded steel section, vandal resistant, weather proof with Allen bolts and pad locking facility of dimension not less than 1200 mm x 250 mm shall be provided at a height 2 times the width of door from the base of mast to provide clear access to base compartment Equipments winch, motor, cable, connector etc.
401	For the environmental protection of the mast, the entire fabricated mast shall be hot dip galvanized internally and externally in single dip having a uniform average thickness of 85 microns for plates more than 5 mm and 70 microns for 5 mm and less thickness. The make of High Mast should be Transrail / Utkarsh/ Volmount/ Bajaj/ BPP/ Ventura/ Salasar only
402	I.S. 875 (Part III) 1987 Amended up to date : Code and practice for design loads for structures under
403	BSEN 10025: Grades of M.S. plates
404	BS. 5135/AWS D 1.1 : Welding
405	BSEN ISO 1461 : Galvanizing
406	TR. No. 7 (2000 addition) of ILE, UK : Specification of Mast and foundation.
407	IS 3459 / 2266 : Stainless steel Wire rope
408	IS 9968 Part – 1 : Trailing Cable
409	IS 325 : Motor
410	Dynamic Loading for the Mast:
411	The mast structure shall be suitable to sustain an assumed maximum reaction arising from a wind speed as per IS 875 (three second gust) and shall be measured at a height of 10 meters above ground level. The design life of the mast shall be 25 years. The force co-efficient taken for design of the twenty sided polygon structure is to be established from the wind tunnel test data.
412	Luminaries Carriage:
413	A fabricated lantern car shall be provided for fixing and holding the flood fitting and control gearbox. The lantern carriage shall be of special design and shall be of steel tube, construction, the tubes acting as conduit wires, with holes fully protected by grommets. The lantern carries shall be so designed and fabricated to hold the required number of land fitting and control gearbox, and also have a perfect self balance. The lantern car shall be fabricated in two/ three halves and joined by bolted flanges with steel nuts to enable easy installation or removal from the elected mass. The entire lantern carriage shall be hot deeply after Fabrication. The inner the inner lining of the car shall be provided with protective PVC arrangement, so that no damage is caused to the surface of the mass during raising and lowering operation of the carriage. Weatherproof Junction box made of caste Aluminium shall be provided on the carriage assembly as required from which the interconnections to the designed number of the floodlight luminary and associate control gear fixed on the car shall be made.
414	Hot dip galvanized Luminaries carriage designed to install luminaries as specified in data sheet or as per illumination design, its control gear boxes and junction box. The same is to be fabricated from ERW tubes in two halves and flanges joined at site with stainless steel bolts and nyloc nuts. Holes are to be provided in the bottom side of tubes to act as conduit for wiring cable. PVC lining is to be provided in the inner side of carriage to avoid metal contact with mast surface.
415	Cast Aluminium weather proof junction box shall be provided on the Carriage Assembly for terminating the trailing cable and power cable to luminaries.
416	RAISING AND LOWERING MECHANISM:
417	Winch:
418	For the installation and maintenance of the luminaries and lamps, it shall be necessary to lower and raise the lantern carriage assembly. To enable this, a suitable wind arrangement, shall be provided, with the winch fixed at the base of the mast, the specially design head frame assembly at the top winch: The winch shall be of \\"integral power tool\\" type with motor. The winch shall have provision for manual operation. In case of failure of the motor. The winch shall be double drum and completely self sustaining type, without the need of break shoe, spring or clutchs. Each driving spindle of the winch shall be positively locked when not in used. The capacity operating speed, safe working load, recommended, lubrication, and serial number of the winch shall be clearly marked on each which the winch drum shall be grooved to ensure perfect seat for stable and tidy rope lay, with no chances of rope slippage. The rope termination of the Vich shall be such that distortion or twisting is eliminated and at least 5:55 ton of rope remain on the drum. even when the lantern carriage is fully loaded and raised on the rest pedal pads, it shall be possible to remove the hosting mechanism after dismantling through the door opening, provided at the base of the mast. The winch shall be type tested at a reputed institution and the test certificate shall be furnished before the supply of the material. The test certificate shall include the maximum load operated by the wind.
419	Head Frame:
420	The head frame is to be designed as a capping unit of the mast, shall be of welding steel construction, galvanised both internally and externally after assembly. The top Pulley shall be of appropriate diameter, large enough to accommodate the steel wire ropes and the multicore electric cable. The Pulley block shall be made of no corrodible material, and shall be of die cast aluminium alloy (LM-6). Pulley made of synthetic materials shall be such as plastic or PVC are not acceptable. Self lubricating bearings and steel shaft shall be provided to facilitate smooth and maintenance free operation for a long period. The pulley assembly shall be fully protected by a canopy, galvanized internally and externally. The head frame shall be provided with guides and with PVC buffer for docking the lantern carriage.
421	Stainless Steel Wire Ropes:
422	The stainless steel wire ropes shall be in AISI 316 grade, 7/19 construction with central core in the same material of diameter and the breaking load of rope shall not be less than 2x2350 Kg. giving a factor of safety of over 5 for the system at full load as per the TR7 referred to in the beginning of this specification. The end construction of rope for the winch drum shall be fitted with talurit and for two continuous ropes the end termination in luminary’s carriage shall be with stainless steel thimble and copper splicing and for others with stainless steel thimble and bull dog grips.
423	Electrical System, Cable and Cable Connections:
424	The multi core trailing cable from base compartment to junction box at luminaries carriage shall be 1.1 KV grade EPR insulated, PCP sheathed copper conductor with male female connectors of shall be as given in data sheet. Wiring from junction box to luminaries is to be done using 3 core 2.5 sq. mm PVC insulated, PVC sheathed, copper conductor flexible cable.
425	Suitable arrangement is to be provided in the base compartment to receive and terminate incoming power cable and MCB in a box for isolation of incoming power supply.
426	Power Tool for the Winch:
427	Three phase, single speed, 6 pole high-powered motor of rating 2HP suitable to lift the load mounted on adjustable plate to adjust the length of winch motor coupling chain is to be provided in base compartment.
428	Mechanical torque limiter is to be mounted on motor shaft to stop transmission of motion from motor to winch in case of excess load and thus prevent the damage to winch and breakage of rope.
429	Lighting Finial:
430	One number, heavy duty, hot, deep, galvanised lighting, finial shall be provided for each Mast. The Lightning finial shall be minimum 1.2 m in length and shall be provided at the centre of the head frame. It shall be solidly bolted to the head frame to get a direct conductive path to the centre of the Earth through the mast. The lighting finial shall not be provided on the lantern carriage under any circumstances in view of the safety of the system, one number LED type single dome, aviation of obstruction light shall be provided each high must.
431	Earthing Terminals:
432	Earth terminal using 12mm diameter hot dip galvanized bolts shall be provided on the door stiffener of the mast for lightning and electrical earthing of the mast.
433	Feeder Pillar:
434	Each mast shall be provided with a feeder pillar housing Suitable TPN MCB incomer, single dial time switch and outgoing contactor for automatic switching on and off luminaries, 9A two contactors and raise lower push buttons for motor operation, incoming terminals of 50 sq. m and out going terminals of 16 sq. mm for power cable and 2.5 sq. mm for motor.
435	Incoming Power Cable:
436	1.1 KV grade, PVC insulated, PVC sheathed, Aluminium conductor, armoured cable for power supply shall be provided from feeder pillar to the base compartment of the high mast. Cable shall be taken to the base compartment of the high mast through the provision made in the foundation. Power cable of suitable size up to the feeder pillar from supply point shall be provided by purchaser.
437	The firm will give the high mast parameters as given below:
438	Height of the High Mast : 16 mtr
439	Nos. of section : Two
440	Thickness of each section in mm. : Top: 3 mm & Bottom 4 mm minimum.
441	Bottom plate thickness : 25 mm (Minimum)
442	No. of rag bolts along with Anchor plate : 6 Nos. (Minimum)
443	The bidder should be ISO 9001 certified having their own marketing division and project cell with adequate qualified and experienced Engineers to carry out the job and must have experience of handling similar turn key jobs in past and the proof of the same is to be furnished for issue of tender documents. The bidder has to conduct wind tunnel test on a specimen to establish the force coefficients of the 20 side polygon and the value received from the wind tunnel test is to be taken in design. Further type test is to be done on a full size mast at SERC or other reputed institutions to validate the structural program. The winches are to be type tested through reputed institutions like IIT as consultants. The high mast manufacturer should have in-house civil, structural and product design facilities & own in-house testing facilities for testing of photometry for Luminaries. Also the shaft is to be manufactured from ISO 9001, ISO 14001 and ISO 18001 certified factory taking care of all aspects of design, quality, environment and safety.
444	Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.
445	75 mm X 75 mm X 60 mm deep
446	100 mm X 100 mm X 60 mm deep
447	180 mm X 100 mm X 60 mm deep
448	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
449	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) Please Enable Macros to View BoQ information

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Tender For Construction Of Changing Room For The Astroturf Hockey Ground In The Main Ground In Panjab University C Us, Sector-14, Chandigarh., Chandigarh-Chandigarh

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Tender For Construction Of Changing Room For The Astroturf Hockey Ground In The Main Ground In Panjab University C Us, Sector-14, Chandigarh., Chandigarh-Chandigarh

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