Tender For Construction Of Seven Storey Boys Hotel No.9 (Ground Floor To 6Th Floor) In P.U. South C Us Sector-25, Chandigarh., Chandigarh-Chandigarh

TDR : 54983510

Tender Notice
BOQ

Expired

Chandigarh , Chandigarh

Tender Brief : Tender For Construction Of Seven Storey Boys Hotel No.9 (Ground Floor To 6Th Floor) In P.U. South C Us Sector-25, Chandigarh.

Document Fees
Refer document

EMD
₹ 4540640.0 /-

Tender Value
₹ 22.70 Crore /-

Submission Date
29-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (i) All kinds of soil (DSR 2.6.1).
2	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. (DSR 2.25).
3	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27).
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).(DSR 4.1.3)
6	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (DSR 4.1.8)
7	1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). (DSR 4.1.10).
8	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) (DSR4.10)
9	Extra for providing and mixing water proofing material in cement concrete work in doses byweight of cement as per manufacturer’s specification. (DSR 4.12)
10	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approvedquality using 1.7 kg per square metre on damp proof course after cleaning the surface withbrushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR 4.13)
11	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. (DSR 4.17).
12	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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement (ii) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size): (DSR 5.2.2).
13	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). (DSR 5.3).
14	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). (DSR 5.33).
15	All works up to plinth level. (DSR 5.33.1)
16	All works above plinth level up to floor IV level. (DSR 5.33.2)
17	Centering and shuttering including strutting, propping etc. and removal of form for all heights: (DSR 5.9).
18	Foundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1).
19	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR 5.9.2).
20	Suspended floors, roofs, landings, balconies and access platform. (DSR 5.9.3).
21	Shelves (Cast in situ). (DSR 5.9.4).
22	Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR 5.9.5).
23	Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR 5.9.6).
24	Stairs, (excluding landings) except spiral-staircases (DSR 5.9.7).
25	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 (DSR 5.9.15).
26	Edges of slabs and breaks in floors and walls (i) Under 20cm wide (DSR 5.9.16.1).
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).[DSR 5.11].
28	Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). (DSR 5.11.1)
29	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. [DSR 5.22.6].
30	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. [DSR 5.22A.6].
31	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. (2) Granite Work. (DSR 8.3.2).
32	Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. (DSR 9.85).
33	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. (DSR 8.31).
34	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. Size of Tile 600x600 mm. (DSR 11.41.2).
35	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. Size of Tile 600x600 mm. (DSR 11.46.2).
36	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.. Size of Tile 600x600 mm. (DSR 11.48.2).
37	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 : In 75x75 mm deep chase. (DSR 12.21.1)
38	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. (DSR 12.22).
39	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 : With residual type petroleum bitumen of grade VG -10 (DSR 12.15.1).
40	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: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 (DSR 12.16.1).
41	Extra for every additional 1 cm thickness of mud phaska. (DSR 12.18).
42	12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)(DSR 13.1.2)
43	15 mm cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement: 6 fine sand)(DSR 13.2.2)
44	6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DSR 13.16.1).
45	Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). (DSR 13.46.1).
46	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) : (i) Fixed Portion (DSR 21.1.1)
47	For fixed portion (DSR 21.1.1)
48	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (DSR 21.1.1.1).
49	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) (DSR 21.1.2)
50	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (DSR 21.1.2.1).
51	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. (DSR 21.2)
52	Pre-laminated particle board with decorative lamination on both sides. (DSR 21.2.2).
53	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): (2) With float glass panes of 5.50 mm thickness. (DSR 21.3.2).
54	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.(i) With stainless steel cover plate minimum 1.25 mm thickness (DSR 21.4.1).
55	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge. (i) Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (DSR 21.7.1).
56	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. (HSR 11.13.1).
57	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).. Light shade pigment using white cement. (DSR 11.20.1).
58	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand): 25 mm thick (DSR 11.26.1).
59	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR 11.27).
60	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. (DSR 13.80).
61	Applying priming coat:-With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (DSR 13.50.3).
62	Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS).
63	Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)..
64	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. . (NS).
65	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (DSR 13.61.1).
66	Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.(2) Kiln seasoned and chemically treated Hollock wood.35 mm thick. (DSR 9.9.2.1)
67	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:35 mm thick shutters. With ISI marked stainless steel butt hinges of required size. Kiln seasoned and chemically treated hollock wood. (DSR 9.27.1.2.2).
68	Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : 150 mm. (DSR 9.87.1).
69	Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 150 mm. (DSR 9.60.1).
70	Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. (DSR 9.80)
71	Providing and fixing ISI marked aluminium butt hinges 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. (DSR 9.95).
72	125x75x4 mm. (DSR 9.95.1)
73	100x75x4 mm. (DSR 9.95.3)
74	Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: : (1) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). (DSR 14.5.1).
75	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.). (DSR 10.28).
76	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.(i) 40 mm thick with 20 mm nominal size stone aggregat (DSR 11.3.1).
77	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.
78	(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by
79	Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work.
80	Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
81	Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): (i) Flush / Ruled/ Struck or weathered pointing (DSR 13.31.1).
82	Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand):(i)Flush/ Ruled/ Struck or weathered pointing (DSR 13.32.1).
83	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 (NS)
84	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 (NS)
85	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.(NS)
86	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.(NS)
87	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.(NS)
88	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.(NS)
89	Precast cement concrete hollow block size 6” x 6” with 3” top and 4” bottom hollow portion, fixed in sleeping terrace upto 2’-6” height in cement mortar 1:3 and finished with 10mm thick cement plaster both side including finishing the edges inside the hollow portion and making grove in outer face of wall complete in all respect irrespective of lead and lift at all heights as per detailed drawing supplied by the Architect and to the entire satisfaction of the Engineer-in-Charge.(NS)
90	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. (NS).
91	35mm thick (NS)
92	20mm thick (NS)
93	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.(NS)
94	Providing and fixing 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. (NS).
95	Size 300 mm x 16 mm.
96	Size 250 mm x 16 mm.
97	Providng and fixing SS tower bolts, ISI marked with S.S screws etc. Complete in all respect in to the entire satisfaction of the Engineer-in-Charge. (NS)
98	Size 200 mm x 10 mm.
99	Size 150 mm x 10 mm.
100	Size 100 mm x 10 mm.
101	Providing and fixing SS handles ISI marked with S.S screws etc. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
102	125 mm
103	100 mm
104	Providing and fixing 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(NS)
105	Providing and fixing of pressed steel frame (chowkhat) consisting of 16 gauge (1.6mm 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. (NS).
106	Chowkhat size 120mmx60mm with 35mm wide double rebate (NS).
107	Extra rate for providing extra sheet in mullions
108	Providing and fixing of pressed steel frame (chowkhat) consisting of 16 gauge (1.6mm 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. (NS).
109	Chowkhat size 90mmx60mm with 35mm wide single rebate (NS).
110	Extra rate for providing extra sheet in mullions
111	Providing and fixing of pressed steel frame (chowkhat) consisting of 16 gauge (1.6mm 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. (NS).
112	Chowkhat size 50mmx50mm with 20mm wide single rebate (NS).
113	Extra rate for providing extra sheet in mullions
114	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. (NS)
115	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.(NS)
116	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(NS)
117	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. (NS).
118	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 (upto 7th storey) complete in all respect to the satisfaction of the Engineer-in-charge. (NS).
119	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 (upto 7th storey) complete in all respect to the satisfaction of the Engineer-in-charge.(NS).
120	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 (upto 7th storey) complete in all respect to the satisfaction of the Engineer-in-charge.(NS)
121	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 (upto 7th storey)complete in all respect to the satisfaction of the Engineer-in-charge.(NS)
122	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 (upto 7th storey)complete in all respect to the satisfaction of the Engineer-in-charge.(NS)
123	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.(NS)
124	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.(NS)
125	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.(NS)
126	Providing and fixing machine cut, 16mm to 18mm thick grantie stone (rough finished lappato) work for dado, skiriting, risers treands of steps etc. in required design and pattern wherever required, on 12mm (average) thick cement mortar 1:3 (1 cement ; 3 coarse and) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (shade to be approved by Engineer-in-Charge.).(NS)
127	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 complete as per direction of engineer in charge.(NS)
128	Providing and fixing 50mm thick 5\\" high thermocol sheet in construction joint Complete in all respect to the entire satisfaction of the Engineer-in-Charge.(NS)
129	Providing and fixing of 5mm thick 6\\" wide ACP sheet on Horizontal Junction of Beams/Slab. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
130	Providing and fixing 150mm \\"C\\" M.S channel heavy duty with marking holes for 12mm Dwalt threaded screw rebarred in beam through channel to make bracket for junction and support to new slab casting. Complete in all respect to the entire satisfaction of the Engineer- in-Charge. .(NS)
131	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.(NS)
132	Providing and fixing of C.C 1:2:4 coping (1-1/2\\"+2-1/2\\") thick projected windows on csw cills in 9\\" Thick wall and Grooved Nosing Frame Face of wall and the same finished with 6mm thick cement plaster 1:4 with neat coat of cement including centering and shutterng laid in position in any height including lead and lift complete in all respect to the entire satifaction of the Engineer-in-Charge.(NS)
133	Providing laying and filling sand under floor/sunken portion including watering ramming consolidating and dressing in any height incuding lead and lift. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
134	Providing and fixing Door spring on the wire gauge shutter in existing pressed steel chowkats with welding screws etc. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.(NS)
135	Providing and fixing book shelf alongwith pelmet for table lamp alongwith fixing 19mm thick water proof board back side 6mm thick water proof ply wood in study table & book shelf, book shelf 19mm thick ISI marked commercial board including hardwood lipping with hings, magnetic catcher hasp & staple. All the board should be supported with rawl plugs & steel screws finished with special quality of paint & wooden primer in any height including lead and lift . Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
136	P/F study table of 3'3\\" x 2½' , made of 40x40x6mm M.S.angle frame and vertical M.S. pipe internal dia 50mm with 18mm to 20 mm thick jet black granite top fixed on frame with Araldite white cement, nut & bolts and cup cover at bottom of pipe including one coat of ready mixed red oxide zinc chromate primer of approved brand and manufacture and two or more coats of special quality paint over steel frame and pipe with all required material in any height including lead and lift Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
137	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :(iii)Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: (NS)
138	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
139	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. (DSR 2.8)
140	All kinds of soil. (DSR 2.8.1)
141	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(DSR 4.1).
142	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) (DSR 4.1.4).
143	1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.11)
144	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. (2) Granite Stone of approved shade. (DSR 8.10.2).
145	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:(DSR 17.1).
146	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR 17.1.1).
147	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, 40mm 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:(2) W.C. pan with ISI marked white solid plastic seat and lid.. (DSR 17.3.1).
148	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 : Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern (DSR 17.5.3).
149	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. (DSR 17.78).
150	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: (4) White Vitreous China Flatback wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. (DSR 17.7.4).
151	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : (1) Kitchen sink with drain board. (2) 510x1040 mm bowl depth 225 mm. (DSR 17.10.1.2).
152	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (DSR 17.22A).
153	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: (4) White Vitreous China Flatback wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. (DSR 17.32.4).
154	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28)(2) Flexible pipe
155	(1) 32 mm dia. (DSR 17.28.2.1)
156	(2) 40 mm dia. (DSR 17.28.2.2)
157	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. (DSR 17.31).
158	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. (DSR 17.33).
159	Providing and fixing toilet paper holder : (1) C.P. brass. (DSR 17.34.1).
160	Providing and fixing soil, waste and vent pipes : 100 mm dia. (DSR 17.35.1)
161	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (DSR 17.35.1.2).
162	75 mm diameter. (DSR 17.35.2).
163	Centrifugally cast (spun) iron socketed pipe as per IS: 3989. (DSR 17.35.2.2).
164	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (DSR 17.38)
165	100 mm dia
166	Sand cast iron S&S as per IS - 3989 (DSR 17.38.1.2).
167	75 mm dia
168	Sand cast iron S&S as per IS- 3989 (DSR 17.38.2.2).
169	Providing and fixing plain bend of required degree. (DSR 17.39).
170	100 mm dia
171	Sand cast iron S&S as per IS : 3989. (DSR 17.39.1.2).
172	75 mm dia
173	Sand cast iron S&S as per IS - 3989. (DSR 17.39.2.2).
174	Providing and fixing heel rest sanitary bend. (DSR 17.40).
175	100 mm dia
176	Sand cast iron S&S as per IS - 3989. (DSR 17.40.1.2).
177	75 mm dia
178	Sand cast iron S&S as per IS - 3989. (DSR 17.40.2.2).
179	Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : (DSR 17.41)
180	100x100x100x100 mm
181	Sand cast iron S&S as per IS - 3989. (DSR 17.41.1.2).
182	75x75x75x75 mm
183	Sand cast iron S&S as per IS - 3989. (DSR 17.41.2.2).
184	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.: (DSR 17.43)
185	100x100x100x100 mm
186	Sand cast iron S&S as per IS - 3989 (DSR 17.43.1.2).
187	75x75x75x75 mm
188	Sand cast iron S&S as per IS - 3989 (DSR 17.43.2.2).
189	Providing and fixing single equal plain junction of required degree : (DSR 17.44).
190	100x100x100 mm
191	Sand cast iron S&S as per IS - 3989 (DSR 17.44.1.2).
192	75x75x75mm
193	Sand cast iron S&S as per IS - 3989(DSR 17.44.2.2).
194	Providing and fixing door piece, insertion rubber washer 3 mm thick, bolts & nuts complete : : (dsr 17.55)
195	100 mm dia
196	Sand cast iron S&S as per IS - 3989(DSR 17.55.1.2).
197	75 mm dia
198	Sand cast iron S&S as per IS - 3989(DSR 17.55.2.2).
199	Providing and fixing terminal guard : (dsr 17.56)
200	100 mm dia
201	Sand cast iron S&S as per IS - 3989. (DSR 17.56.1.2).
202	75 mm dia
203	Sand cast iron S&S as per IS - 39899. (DSR 17.56.2.2).
204	Providing and fixing collar : (dsr 17.57)
205	100 mm dia
206	Sand cast iron S&S as per IS - 3989 (DSR 17.57.1.2).
207	75 mm dia
208	Sand cast iron S&S as per IS - 3989(DSR 17.57.2.2).
209	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : (DSR 17.58),
210	100 mm (DSR 17.58.1)
211	75 mm (DSR 17.58.2)
212	Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : (DSR 17.59).
213	100 mm (DSR 17.59.1)
214	75 mm (DSR 17.59.2)
215	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 : (2) 100 mm inlet and 75 mm outlet. (1) Sand cast iron S&S as per IS - 3989. (DSR 17.60.2.1)
216	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. (DSR 17.71).
217	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. (2) 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. (DSR 17.73.2).
218	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (DSR 18.10).
219	15 mm dia nominal bore. (DSR 18.10.1)
220	20 mm dia nominal bore. (DSR 18.10.2)
221	25 mm dia nominal bore. (DSR 18.10.3)
222	32 mm dia nominal bore. (DSR 18.10.4)
223	40 mm dia nominal bore. (DSR 18.10.5)
224	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 :. (DSR 18.11).
225	15 mm dia nominal bore. (DSR 18.11.1)
226	20 mm dia nominal bore. (DSR 18.11.2)
227	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 : 25 to 40 mm nominal bore. (DSR 18.13.1).
228	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). (DSR 18.14).
229	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17).
230	20 mm dia nominal bore. (DSR 18.17.1A)
231	25 mm dia nominal bore. (DSR 18.17.1)
232	32 mm dia nominal bore. (DSR 18.17.2)
233	40 mm dia nominal bore. (DSR 18.17.3)
234	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (DSR 18.18).
235	20 mm nominal bore. (DSR 18.18.2)
236	25 mm nominal bore. (DSR 18.18.3)
237	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : (DSR 18.40).
238	15 mm diameter pipe (DSR18.40.1)
239	20 mm diameter pipe (DSR18.40.2)
240	25 mm diameter pipe (DSR18.40.3)
241	32 mm diameter pipe (DSR18.40.4)
242	40 mm diameter pipe (DSR18.40.5)
243	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (DSR 18.46).
244	15 mm dia nominal bore. (DSR 18.46.1)
245	20 mm dia nominal bore. (DSR 18.46.2)
246	25 mm dia nominal bore. (DSR 18.46.3)
247	32 mm dia nominal bore. (DSR 18.46.4)
248	40 mm dia nominal bore. (DSR 18.46.5)
249	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.(DSR 18.48).
250	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (1) 15 mm nominal bore. (DSR 18.51.1).
251	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (1) 15 mm nominal bore. (DSR 18.52.1).
252	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. (1) 15 mm nominal bore. (DSR 18.53.1).
253	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. (2) 20 mm nominal bore, 120 mm long, weighing not less than 198 gms. (DSR 18.62.2).
254	Cutting holes up to 30x30 cm in walls including making good the same: (i) With common burnt clay F.P.S. (non modular) bricks(DSR 18.76.1)
255	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.(DSR 18.77).
256	Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.(DSR 18.78).
257	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 : (DSR 19.1)
258	100mm diameter (DSR 19.1.1)
259	150mm diameter (DSR 19.1.2)
260	200 mm diameter (DSR 19.1.3)
261	300 mm diameter (DSR 19.1.4)
262	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 : (DSR 19.2)
263	100mm diameter (DSR 19.2.1)
264	150mm diameter (DSR 19.2.2)
265	200 mm diameter (DSR 19.2.3)
266	300 mm diameter (DSR 19.2.4)
267	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: (DSR 19.4)
268	100x100 mm size P type :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.4.1.1)
269	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (3) 250 mm dia. R.C.C. pipe. (DSR 19.6.3)
270	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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : (1) Inside 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) : (DSR 19.7.1)
271	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.7.1.1).
272	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : (DSR 19.7.2).
273	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (DSR 19.7.2.1)
274	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 : (DSR 19.21).
275	For pipes 100 to 250 mm diameter (DSR 19.21.1)
276	Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : (1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (DSR 19.28.1).
277	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: (DSR 19.30).
278	Inside dimensions 455x610 mm and 45 cm deep for single pipe line. (DSR 19.30.1)
279	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (DSR 19.30.1.1).
280	Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : (DSR 19.30.2).
281	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (DSR 19.30.2.1).
282	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.
283	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.
284	Providing and Fixing gun metal peet valve of approved make with all required material in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge (NS).
285	20 mm dia nominal bore
286	25 mm dia nominal bore
287	32 mm dia nominal bore
288	40 mm dia nominal bore
289	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.(NS)
290	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.(NS)
291	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.(NS)
292	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. (NS)
293	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. (NS)
294	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. (NS)
295	40mm dia
296	P/F of C.P. Connection with all required material in any height complete in all respect to the entire satisfaction of the Engineer-in-charge.
297	P/F C.P. Soap dish with required materials complete in all respect to the entire satisfaction of the Engineer-in-Charge.(NS)
298	P/F C.P. Soap container with required materials complete in all respect to the entire satisfaction of the Engineer-in-Charge.(NS)
299	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.(NS)
300	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.(NS)
301	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.(NS)
302	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.(NS)
303	P/F jet connection for existing EWC with all required material complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
304	Providing drip seal joints to 100mm dia sand cast iron (spun) iron pipes and fitting of diameter. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
305	Providing drip seal joints to 75mm dia sand cast iron (spun) iron pipes and fitting of diameter. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
306	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
307	25 mm dia (DSR ref.7.1)
308	80 mm dia (DSR ref.7.6)
309	100 mm dia (DSR ref.7.7)
310	150 mm dia (DSR ref.7.8)
311	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
312	80mm dia (DSR ref.11.4)
313	100 mm dia (DSR ref.11.5))
314	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :
315	100mm dia (DSR ref.14.5)
316	Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.
317	150mm dia (DSR ref.15.3)
318	Providing and fixing dial type pressure gauge with isolation cock and copper pipe at hydrant station. Dial diameter 100 mm calibration 0.15 kg/sq.cm. (DSR ref.16.8 HVAC)
319	Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :
320	Single headed Gunmetal (DSR ref.9.1)
321	Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :
322	Stainless Steel (Grade 304) (DSR ref.16.2)
323	Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipments on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.
324	30 m (DSR ref.17.1)
325	Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :
326	Stainless Steel (Grade 304) (DSR ref.18.2)
327	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :
328	3 way - 150 mm dia M.S. Pipe (DSR ref.19.3)
329	Supplying, fixing, testing and commissioning following size hydrant box complete with locakable front glass door, mounting arrangement, painted with PO Red paint complete etc as reqd. (Make : ATASEE/KANEX)
330	Double Door of size (750 x600 x250)mm
331	Single Door of size (450 x 450 x 250)mm
332	Supplying and fixing of Fire Man's Axe with heavy insulated rubber tested upto 20 KV and confirming to IS:926. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
333	Providing and fixing of self illuminated /auto glow \\"EXIT\\" signs printed on photoluminescent sheet containing self illuminated base chemical, of appropriate size not less than 400 x 150 mm, suspended from ceilling or fixed to the walls with accessories as required and as directed at site. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. (NS)
334	Providing and fixing ABC powder type fire extinguishers consisting of welded M.S. cylindrical body automatic modular ABC powder type extinguisher actuated through a sprinkler head mounted on The extinguisher body finished externally with red enamel paint and fixed to ceiling with brackets complete with internal charge.Capacity ABC powder type 5kg MS Cylinder Fire Extinguisher ATASEE/KANEX/SAFEX
335	Providing and fixing Co2(ISI marked) extinguishers including all accessories as per IS specification with wall bracket with rawl plug :Capacity 6 liters.(IS:15683 )ATASEE/KANEX/SAFEX
336	Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.
337	900 lpm at 35 m Head (DSR ref.4.1)
338	Providing and fixing liquid level controller for fire pump to stop fire pump in case of low level of water in tank, cost of conduit, cable and panel including making connection to pump panel and commissioning complete. Float type Sensor with panel and installation. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
339	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.Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
340	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
341	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mmnominal size) of 2.5 inch thick
342	Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts& nuts, painting suspenders etc as required.
343	150 mm width X 50 mm depth X 1.6 mm thickness (DSR ref.4.1.2 EDSR)
344	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
345	3 X 10 sq. mm (22mm) (DSR ref.9.1.7 EDSR)
346	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
347	Providing and fixing dust & vermin proof cubicle type motor control centre fabricated from powder coated 16 SWG MS sheet for ELECTRICAL PANEL FOR TERRACE PUMP suitable for Terrace fire pump and automatic/ Manual operation complete in all respect as required. Electric panel board comprising of DOL starter auxilary switch, main in commer, three phase preventer, voltmeter indication lamps, pressure gauge gauge M.C.B 20 amp. rating including all connections with copper cable etc. (To start the terrace pump). Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
348	Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. (Ref.28.1.3 E&M DSR)
349	Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required. (Ref.28.1.6 E&M DSR)
350	Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.
351	4 zone (Ref.28.1.9.1 E&M DSR)
352	Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required.
353	Supplying, Laying and Testing of Under noted size of XLPE insulated PVC sheathed and sleeved Armoured and overall PVc sleeved 1.1 Kv grade power distribution cable confirming to relevant IS code including clamping the cable with MS zinc passivated clamps
354	Copper Armoured cable 4 x 1.5 Sq mm
355	First class burnt brick work laid in cement sand mortar 1:6 in superstructure in any height including lead and lift complete in all respect to the entire satisfaction of the Engineer-in-Charge.
356	Supply and Laying and testing of under noted size of XLPE insulated PVC sheathed and sleeved armoured and overall PVC sleeved 1.1 KV grade power distribution cable conforming to relevant IS code and as per specifications in ground (including tenches) through pipe or on wall / racks cable trays including dressing and clamping the cable with MS zinc passivated clamps ets as required. Complete in all respect to the entire satisfaction of the Engineer-in-Charge.
357	Copper conductor 3 x 1.5 sq.mm
358	Aluminimun conductor 4 x 10 sq.mm
359	Supplying & fixing of mounted LED Emergency light Slim Type specialy use for providing direction and made by power coats Ms houseing light source 40W LED, LED should be fixed on heat shink for long life. Emergency Backup of upto4 hours, 12V 7Ah Lead acid maintance free battery, smps power supply, working voltage 100V to 270v etc as required (Make: Gloline/Mr.lite/Halonix/lifegaurd)
360	Supply Installation Testing & commissioning of LED slim Exit/Egress lights with self contained maintenance free nickel cadmium rechargeable battery pack, upto 2 hrs battery backup, power consumption less than 5 watt, constituted with aluminium housing body wall/celling mounted with installed with 2nos, suitable type suspension equipped with push test switch and indicator RED LED indicated, input 230V, 50Hz, 16 to 24 hrs,. recharging period constant current charger. All facia on clear acrylic and thickness of acrylic not less than 8mm dimensions 300mmx180mmx 25mm (double sided) etc. as required.
361	providing & fixing pump cover at terrece of the building with size 2'-0\\"X2'-0\\"x2'-0\\" material square holllow pipe 20mmx20mmx2mm . The roof of pump cover designd G.I sheet include all sides .
362	Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.
363	Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
364	near 3 way conneaction
365	Supplying and fixing air vessel made of 450 mm dia, 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required. presure 20kg/cm2, height of sipporting legs 400mm. Complete in all respect to the entire satisfaction of the Engineer-in-Charge. At terrace
366	SITC of following capacity stored pressure type clean agent fire extinguishers, along with all necessary fitting, mounting bracket, accessories and valve assembly duly filled with clean agent FK-5-1-12 (UL) complete having operating pressure of 12 bar to 15 bar etc. as required with 10 mtr. linear pneumatic heat detection tube (UL) red colour having bursttemperature-80°C to 120°C, inner diameter 4mm, outer dianeter 6mm, pressurised with nitrogen at 15bar pressure with with master control unit having Automatic Hooter cum signal buzzer and 7AH, 12 volt battery etc. as required. (Make - AutofireX,impulse,MEC,SAFEX.ATTASEE)
367	SITC of following capacity stored pressure type clean agent fire extinguishers, along with all necessary fitting, mounting bracket, accessories and valve assembly duly filled with clean agent FK-5-1-12 (UL) complete having operating pressure of 12 bar to 15 bar etc. as required with 10 mtr. linear pneumatic heat detection tube (UL) red colour having burst temperature -80°C to 120°C, inner diameter 4mm, outer diameter 6mm, pressurised with nitrogen at 15bar pressure with with master control unit having Automatic Hooter cum signal buzzer and 7AH, 12 volt battery etc. as required. (Make - AutofireX,impulse,MEC,SAFEX,ATTASEE)
368	Fire survival and safety kit to be kept in control room
369	Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. (NS)
370	Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. (NS)
371	Supplying, installation, testing & commissioning of digital audio amplifier 900 Watt, 25V rms operating at 240 Volt AC Supply complete as required. (NS)
372	Supplying, installation, testing & commissioning of exit point directional sound speaker with voice and integral audio amplifier with selectable sound pulse patterns complete as required. (NS)
373	Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. (NS)
374	Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded (NS)
375	Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately (NS)
376	Providing and fixing non load bearing fixed frame for fire resistant glazed Partition for 120 minutes Fire Rating, made out to a profile of dimension 60mm x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20 minutes of insulation (EI20).The profile has to be fixed to the supporting construction by means of anchor fasteners of size M10 x 80, every 150 mm from the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be measured for payment. The frame shall be filled with mineral wool insulation of density min 96kg/ m³. and finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer - in- charge (NS)
377	Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm (NS)
378	providing and installation of Lift lobby Pressurization Systems complete in all respect.FANS IN FIRE SAFETYSMOKE CONTROLBYPRESSURISATION - (NS)
379	Fire RID system in Mess(cooking area) (NS)
380	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplusearthwith lead upto 50 metres. (DSR 16.1)
381	Area-1
382	Area-2
383	Area-3
384	Providing and applying 2.5mm thick road marking strips (retro - reflective ) of specified shade/ colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe , glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced opreator on road surface including cost of material , labour, T&P , cleaning the road surface of all dirt, seals, oil , grease and forigen material etc. complete as per direction of Engineer - in - charge and accorance with applicable specifications (NS)
385	Carriage of building rubbish material by mechanical/mannual transport including loading & unloading stacking upto 2km etc.The work includes removal of malba/rubbish/debris/mixed earth/concrete/plaster from site and stacking at picking point upto 50mtr lead. Complete in all respect to the entire satisfaction of the Engineer in Charge. (NS)
386	Providing, laying, spreading and compacting granular sub base material 150mm thick (by taking material 1.92 cum for 10 sqm area) of natural sand, morrum gravel, crushed stone or combination thereof as per MORT&H specifications, confirming of clause 401 coarse graded grading-1 as per table-400.2 of MORT&H specification including spreading on the prepared subgrade with the help of motor grader or adequate capacity maintaning the required slope and grade during operation and rolling with 8-10 tonnes with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes a apparent, corrected by removing and adding fresh material including the cost of tools and plants, carriage of material from stacks, templates, barrier,lighting arrangement at night, chowkidar and maintenance of diversion etc., as per MORT&H specification, density of GSB as laid 2 grm/cc. Complete in all respect to the entire satisfaction of the Engineer-in-charge. (NS)
387	Providing, laying, spreading and compacting hand broken/crushed stone metal 53mm-22.4mm gauge confirming to physical requirements laid in table 400.6 and grading-II laid in table 400.7 of MORT&H Specification and consolidation of WBM specification of 75mm thick compacted layers (by taking 0.91 cum for 10 sqm) including spreading of stone metal in uniform thickness and packing, rolling with road roller 8-10 tonne in stages to proper grade and camber, spreading and brooming to requisite quality and type of screening and binding material (having P-1,6 and 1.1,20) to fill up the voids in stone metal, watering and rolling with road roller finishing to proper camber and profile during and all other operations and process including cost of tools and plants, carriage of stone metal from stacks, templates making of parallel dual (25cmx15cm) to protect edge barriers, lighting arrangement at night, chowkidar and maintenance of diversion etc., complete in all respect as per MORT&H specification and complete in all respect to the entire satisfaction of the engineer-in-charge. (Grade-III). (NS)
388	Providing and laying first coat of surface dressing on wearing course consisting of layer of straight run bitumen VG-30 @10 kg/10 sqm. laid on the prepared surface followed by spreading stone chipping 11.2mm size (100% passing through 13.2 mm sieve and retain on 9.5mm sieve) @0.10 cum/10 sqm. and rolling with road roller 8-10 tonne, complete as per MORT&H specification clause no.508 and complete in all respect to the entire satisfaction of the Engineer-in-charge. (NS)
389	Providing and laying Tack coat with straight run bitumen VG-10 using sprayer pump @5.0kg/10 sqm on prepared bituminous surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on bitumen boiler including cleaning of road surface , complete in all respect to the entire satisfaction of Engineer-in-Charge. (NS)
390	Providing and laying 30-40mm thick bituminous concrete as per clause 507 of MORT&H specificatiion with mechanical paver after mixing aggregate and bitumen as per design mix plant using minimum 5.4% bitumen of grade VG-30 and using both coarse and fine aggregate filler stone dust @ 2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500.17 gradation -II of MORT&H specification and density of bituminous concrete as laid 2.35gm/cc complete in all respect as per MORT&H specification to the entire satisfaction of Engineer-in-Charge. (NS)
391	Providing and laying and making Kerb 30cm wide and 9cm (avg.) thickness of cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) including cement pointing 1:3 on joints etc. Complete in all respect to the entire satisfaction of the engineer-in-charge. (NS)
392	Providing and laying and making Channel 30cm wide and 7.5cm thick of cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size)including cement pointing 1:3 on joints etc. Complete in all respect to the entire satisfaction of the engineer-in-charge. (NS)
393	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 recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. (DSR Ref 1.8)
394	Group A (DSR Ref 1.8.1)
395	Group C (DSR Ref 1.8.3)
396	Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. (DSR 1.9)
397	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. (DSR Ref 1.17)
398	1 x 1.5 sq. mm (DSR Ref 1.17.1)
399	3 x 1.5 sq. mm (DSR Ref 1.17.3)
400	3 x 2.5 sq. mm (DSR Ref 1.17.12)
401	3 x 4 sq. mm (DSR Ref 1.17.21)
402	4 x 6 sq. mm (DSR Ref 1.17.31)
403	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. (DSR Ref 1.21)
404	20 mm (DSR Ref 1.21.1)
405	25 mm (DSR Ref 1.21.2)
406	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. (DSR Ref 1.22)
407	100 mm X 100 mm X 60 mm deep (DSR Ref 1.22.2)
408	150 mm X 75 mm X 60 mm deep (DSR Ref 1.22.3)
409	200 mm X 150 mm X 60 mm deep (DSR Ref 1.22.7)
410	250 mm X 300 mm X 100 mm deep (DSR Ref 1.22.16)
411	Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. (DSR Ref 1.23)
412	5/6 amps switch (DSR Ref 1.23.1)
413	15/16 A switch (DSR Ref 1.23.3)
414	3 pin 5/6 A socket outlet (DSR Ref 1.23.4)
415	6 pin 15/16 amp socket outlet (DSR Ref 1.23.5)
416	Telephone socket outlet (DSR Ref 1.23.6)
417	TV antenna socket outlet(DSR Ref 1.23.7)
418	Bell push(DSR Ref 1.23.8)
419	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. (DSR 1.29)
420	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. (DSR Ref 1.30)
421	Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. (DSR Ref 1.33)
422	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.(DSR Ref 1.38)
423	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.(DSR Ref 1.55)
424	Group A (DSR Ref 1.55.1)
425	Group C (DSR Ref 1.55.3)
426	Supplying and fixing PVC batten/ angle holder including connections etc. as required. (DSR Ref 1.58)
427	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) (DSR Ref 2.4)
428	4 way (4 + 12), Double door (DSR Ref 2.4.1)
429	6 way (4 + 18), Double door (DSR Ref 2.4.2)
430	8 way (4 + 24), Double door (DSR Ref 2.4.3)
431	Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) (DSR Ref 2.5)
432	8 way (4 + 24), Double door (DSR Ref 2.5.3)
433	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"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. (DSR 2.10)
434	Single pole (DSR Ref 2.10.1)
435	Double pole (DSR Ref 2.10.3)
436	Triple pole with Neutral (DSR Ref 2.10.5)
437	Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required. (DSR Ref 2.16)
438	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. (DSR Ref 2.24)
439	For 4 way, Double door TPN MCBDB (DSR Ref 2.24.1)
440	For 6 way, Double door TPN MCBDB (DSR Ref 2.24.2)
441	For 8 way, Double door TPN MCBDB (DSR Ref 2.24.3)
442	Supplying and fixing Cable End Box (Loose Wire Box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc. as required. (DSR Ref 2.25)
443	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. (DSR Ref 5.2)
444	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. (DSR Ref 5.4)
445	Earthing with copper earth plate 600 mm X 600 mm X 3 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. (DSR Ref 5.6)
446	Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. (DSR Ref 5.7)
447	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) (DSR Ref 5.8)
448	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. (DSR Ref 5.9)
449	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. (DSR Ref 5.18)
450	LED Panel light 2x2 ft. (System lumen efficacy ≥105 <120 lm/Watt) Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material 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 °C to 40 °C, 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 circuitry), 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 ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect
451	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). Powder coated die cast /Extruded aluminium Body (Thickness ≥ 1.20 mm) (DSR Ref 8.6)
452	36 watt (DSR Ref 8.6.4)
453	LED Batten light (System lumen efficacy ≥105 <120 lm/Watt)Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage AC 140-270 Volt, freq 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, 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 of relevant BIS standard and trade mark certificate (T.C.). Manufactures Word Mark/Name Engraved/ Embossing/ Screen printing on housing.complete in all respect i/c external
454	connections with 1.5 sqmm 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). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) (DSR Ref 8.9)
455	18-22 watt (DSR Ref 8.6.4)
456	LED Street 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
457	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 8.12)
458	120 watt (DSR Ref 8.12.16)
459	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
460	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)
461	250 watt (DSR Ref 8.15.16)
462	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. (DSR 9.2)
463	1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210CM/Min (Minimum)(DSR Ref 9.2.3)
464	1400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245CM/Min (Minimum)(DSR Ref 9.2.3)
465	Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. (DSR Ref 10.9)
466	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (DSR 11.1)
467	3½ X 70 sq. mm (38mm) (DSR 11.1.23)
468	3½ X 95 sq. mm (45mm) (DSR 11.1.24)
469	3½ X 400 sq. mm (82mm) (DSR 11.1.31)
470	4 X 10 sq. mm (25mm) (DSR 11.1.32)
471	4 X 16 sq. mm (28mm) (DSR 11.1.33)
472	4 X 25 sq. mm (28mm) (DSR 11.1.34)
473	4 X 35 sq. mm (32mm) (DSR 11.1.35)
474	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. in the existing trench, complete as required. (DSR 15.15)
475	160 mm dia (OD-160 mm & ID-135 mm nominal) (DSR 15.15.4)
476	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. (DSR 15.16)
477	63 mm dia (OD-63 mm & ID-51 mm nominal) (DSR 15.16.1)
478	90 mm dia (OD-90 mm & ID-76 mm nominal) (DSR 15.16.2)
479	120 mm dia (OD-120 mm & ID-103 mm nominal) (DSR 15.16.3)
480	160 mm dia (OD-160 mm & ID-135 mm nominal) (DSR 15.15.4)
481	Supply, Installation, Testing & Commissioning of Flat Plate collector (FPC) Solar Water Heating System comprising of solar flat plate collector ISI Marked made of copper sheet/copper tube, absorber toughened glass cover and aluminum extruded channel confirm to IS: 12933 (Part 1,2,3&5 ). The system shall have temperature gauges, strainer, water meter 2 nos., cold and hot water tank. The system shall have suitable electric backup complete with control and power wiring etc., as following.1. Cover plate: cover plate shall be toughened glass and thickness of 4.0 mm (min) conforming to section-1 of IS: 12933(pt-2)/2003 the solar transmittances of the cover plate shall be minimum 82 percent at near normal incidence.2. Collector box: collector box shall be made of aluminum sections. The type grade, size, and finish of the material usedshall be as per section-2 of IS: 12933 (pt-2)/2003: the minimum thickness of aluminum shall be as under:1. Channel section for sides 1.6 mm2. Sheet for bottom 0.7 mm3. Support for glass retaining 1.2 mm4. Sheet for entire body 1.0 mm
482	The insulation of collector box shall be minimum 0.96 m2 0C/W for back insulation and minimum 0.48 m square degree c/w for side insulation conform to sec. 4 of IS 12933 (pt – 2) / 2003. (b) Gaskets and grommets: gaskets and grommets shall conform to Sec. 5 of IS 12933 (pt-2)/ 2003. 3.Absorber Shall Consist of riser, Header and Sheet for absorber. The Diameter of header shall be 25.4 + /-0.5mm and thickness 0.71mm. The Diameter of riser shall be 12.7 + /-0.5 mm and thickness 0.56mm and made of copper only. The distance between the risers from center to center shall be 120mm. type grade, size , workmanship and finish of the material used shall be as per section- 3 of IS : 12933 (pt -2 ) /2003 the sheet for absorber shall be of copper sheet 34 gauge/copper tube (at least 10 nos.)4.Riser and header assembly designed for working pressure up 245 k pa (2.5 kg/ cm square) shall be tested for leakage at a minimum hydraulic pressure of 490 k pa (5 kg/ cm square). Sheet for absorber shall be made of copper only. Type Grade, size, workmanship and finis of the material used shall be per Section -3 of IS: 12933 (pt -2) /2003.
483	5.HDPE/LDPE cold water tank and hot water tank shall be dully elected on MS angle /channel duly painted with dual coats of enamel paint. The overall structure of solar collector plate module shall be design to with stand wind velocity of 100 kms /hr (minimum) or more as per site.6.Hot water tank : The tank capacity shall be minimum 1.25 time the rated capacity of system. Inner tank material shall be stainless steel SS 316, as per IS 1730 GRADE SS304-2B. Hot water shall be insulated with high density injected PUF insulation: 50 mm, of 50 mm thickness between inner and outer tank ensures maximum heat rotenone ever season.7. Suitable nos. ISI Marked electrical heaters along control panel, MCCB, with all protections, and all safety provisions so as to achive 600C temperature rise in an hour. The range of thermostat shall be upto 800C. (DSR 16.2)
484	500 LPD (DSR 16.2.5)
485	Supply, Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required. (DSR 17.1)
486	a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per degree Celsius. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 Deg C and +85 Deg C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.
487	b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C , Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP . PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode.It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Shortcircuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.
488	c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.
489	d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminum /cast aluminum alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.
490	f) Lightning ,surge voltage protection, earthing protection and grid islanding.
491	g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required. h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connectioninterconnection, etc. as required. (DSR Ref 17.1)
492	Supplying, Installation, Testing & Commissioning of following capacity passenger Machine room less (MRL) lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III LIft & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required :-
493	(i) Speed-1 MPS(ii) Floors-7 (G+6)(iii) Travel -22 Meters (approx.)(iv) Stops & opening- 7 stops and 7 openings(v) Controller: A.C. variable voltage & variable frequency(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required.(vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting.(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge.
494	(xi) Type of doorsa) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish).(b) Landing doors: stainless steel scratch proof .(xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car.(xiii) Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator.
495	(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car &Landings,BMS Compatibility, tamper proof infrared curtain covering almost theentire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVR and HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder.(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency.(xvi) An appropriate technological support be provided (Through emergency messaging \|services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness.(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided.
496	8 Passanger (544kg)
497	13 passenger (884kg)
498	Online UPS - Input supply: Single Phase, Output Supply : Single PhaseSupplying, installation, Testing & Commissioning of following capacity at full load (Unity Power Factor) ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input,Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch alongwith provision for manual bypass, suitable isolation transformer for additional protection against neutral faults etc. The UPS systems shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology. The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS systems shall be >95% at 100% non-linear loads. Current total harmonic
499	distortion(ITHD)/ total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V 50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating temperature 0 to 40 deg C, Relative humidity 0-95% non condensing, noise level less than 60db at 1 meter distance,Protection for Under voltage, over voltage, abnormal output voltage, battery over charging, output over current, short circuit, battery deep discharge , 10 KV surge. Display for watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I
500	and Part 2, it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC 62040-1, 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Communication RS232/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge. Required battery racks, DC breaker of suitable rating and interconnecting copper conductor cable of suitable size and connectors and all required accoseries are inclusive in the cost. The UPS should have QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location etc

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Tender For Construction Of Seven Storey Boys Hotel No.9 (Ground Floor To 6Th Floor) In P.U. South C Us Sector-25, Chandigarh., Chandigarh-Chandigarh

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Tender For Construction Of Seven Storey Boys Hotel No.9 (Ground Floor To 6Th Floor) In P.U. South C Us Sector-25, Chandigarh., Chandigarh-Chandigarh

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