Tender For Construction Of Auditorium Building At Ballabgarh In District Faridabad Under C.M Announcement, Faridabad-Haryana

TDR : 38233705

Tender Notice
Corrigendum Details
BOQ

Expired

Faridabad , Haryana

Tender Brief : Corrigendum : Tender For Construction Of Auditorium Building At Ballabgarh In District Faridabad Under C.M Announcement

Document Fees
₹ 15000 /-

EMD
₹ 892000.0 /-

Tender Value
₹ 4.45 Crore /-

Submission Date
05-07-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	27-06-2023	Corrigendum	Technical Bid	05-07-2023

Name of Work: Construction of Auditorium building at Ballabgarh in District Faridabad under C.M Announcement code: 22352 (Balance work)

Sl. No.	Item Description
1	Providing and laying of base course of floors consisting of 100 mm thickcement1:8:16and100mmsandor stone filling. [HSR 10.1]
2	Providing and laying 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. 2. 25 mm thick with 12 mm nominal size stone aggregate [HSR 10.10.2]
3	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. [HSR 10.107]
4	Providing and laying of 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer`s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. [HSR 10.11]
5	Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. [HSR 10.14]
6	Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect [HSR 10.17]
7	Providing and laying of marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume : 1.6. 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) : Ordinary cement without any pigment [HSR 10.25.1.6]
8	Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and 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). 3. Dark shade pigment using ordinary cement [HSR 10.30.3]
9	Providing and fixing of 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) : 1. 25 mm thick [HSR 10.37.1]
10	Providing and fixing of 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. [HSR 10.38]
11	Providing and laying of screedof50mmthickcementconcrete 1:8:16 to be laid below the topping. [HSR 10.4]
12	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. [HSR 10.42]
13	Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. [HSR 10.43]
14	Providing and fixing of marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 1. Makrana white second quality [HSR 10.44.1]
15	Extra for pre finished nosing to treads of steps of marble stone. [HSR 10.45]
16	Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. [HSR 10.46]
17	Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 1. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [HSR 10.49.1]
18	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [HSR 10.50.1]
19	Providing and fixing granite stone in all shades 15mm to 18 mm thickin skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade ofGranite including labour for fixing cramps pins and dowels etc. [HSR 10.51]
20	Providing and fixing 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with : 1. Second class teak wood [HSR 10.54.1]
21	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. [HSR 10.62]
22	Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [HSR 10.7]
23	Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [HSR 10.76]
24	Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [HSR 10.77]
25	Providing and laying of Conglomeratefloor25mm thickcement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. [HSR 10.9]
26	10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [HSR 11.4.2]
27	12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [HSR 11.5.3]
28	12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [HSR 11.5.4]
29	Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [HSR 11.58]
30	15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [HSR 11.6.1]
31	15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [HSR 11.6.2]
32	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer [HSR 11.64.1]
33	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [HSR 11.67.1]
34	Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [HSR 11.71.1]
35	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. [HSR 11.76]
36	Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [HSR 11.77]
37	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. [HSR 11.78]
38	Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [HSR 11.82.1]
39	Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [HSR 11.95.1]
40	Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution [HSR 11.99.1]
41	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paidseparately). 1.3. Kiln seasoned and chemically treated Hollock wood [HSR 12.1.1.3]
42	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2. 100 mm [HSR 12.102.2]
43	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1. Single rubber stopper [HSR 12.103.1]
44	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 2. Twin rubber stopper [HSR 12.103.2]
45	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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fastenersto be paid for separately) : 1.3. For fixed portionPolyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) [HSR 12.157.1.3]
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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fastenersto be paid for separately) : 2.3. 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) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) [HSR 12.157.2.3]
47	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 aluminium 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. 2. Pre-laminated particle board with decorative lamination on both sides [HSR 12.158.2]
48	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 mm thickness (weight not less than 12.50 kg/sqm) [HSR 12.159.2]
49	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 up to 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. 1. With stainless steel cover plate minimum 1.25 mm thickness [HSR 12.160.1]
50	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 1. 205 X 19 mm [HSR 12.162.1]
51	Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. 2. Powder coated minimum thickness 50 micron aluminium tubular handle bar [HSR 12.163.2]
52	Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. [HSR 12.164]
53	Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge 2. Powder coated minimum thickness 50 micron aluminium [HSR 12.167.2]
54	Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 1. Up to 5mm depth and 5 mm width [HSR 12.169.1]
55	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). [HSR 12.170]
56	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top and bottom pivot and double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). [HSR 12.171]
57	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. [HSR 12.173]
58	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 : 1.1.2. 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required sizeKiln seasoned and chemically treated Hollock wood [HSR 12.19.1.1.2]
59	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 : 1.2.2. 35 mm thick shutters With ISI marked stainless steel butt hinges of required sizeKiln seasoned and chemically treated Hollock wood [HSR 12.19.1.2.2]
60	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 : 2.1.2. 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required sizeKiln seasoned and chemically treated Hollock wood [HSR 12.19.2.1.2]
61	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 : 2.2.2. 30 mm thick shutters With ISI marked stainless steel butt hinges of required sizeKiln seasoned and chemically treated Hollock wood [HSR 12.19.2.2.2]
62	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 3.2.2. Kiln seasoned and chemically treated Hollock wood 50x20 mm [HSR 12.3.3.2.2]
63	Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge [HSR 12.30]
64	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [HSR 12.36.1]
65	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [HSR 12.37.1]
66	Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 2. 25 mm dia (heavy type) [HSR 12.49.2]
67	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1. Fixed to steel windows by welding [HSR 12.50.1]
68	Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 1. 125x65x2.12 mm [HSR 12.55.1]
69	Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 3. 75x47x1.70 mm [HSR 12.55.3]
70	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). [HSR 12.6]
71	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 2. 250x16 mm [HSR 12.65.2]
72	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 1. 250x10 mm [HSR 12.66.1]
73	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 4. 100x10 mm [HSR 12.66.4]
74	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 1. 125 mm [HSR 12.69.1]
75	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 2. 100 mm [HSR 12.69.2]
76	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 1.1. Second class teak wood 35 mm thick shutters [HSR 12.7.1.1]
77	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 2.1. Kiln seasoned and chemically treated Hollock wood 35 mm thick shutters [HSR 12.7.2.1]
78	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 2.2. Kiln seasoned and chemically treated Hollock wood30 mm thick shutters [HSR 12.7.2.2]
79	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 1. 125x64x2.50 mm [HSR 12.74.1]
80	Providing and fixing bright /matt finished Stainless Steel handles of approved quality and make with necessary screws etc all complete. 1. 125 mm [HSR 12.75.1]
81	Providing and fixing bright /matt finished Stainless Steel handles of approved quality and make with necessary screws etc all complete. 2. 100mm [HSR 12.75.2]
82	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. [HSR 12.88]
83	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 5.1. Particle Board 12 mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked [HSR 12.9.5.1]
84	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 7.1. Float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm). [HSR 12.9.7.1]
85	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1. 300x16 mm [HSR 12.98.1]
86	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 2. 250x16 mm [HSR 12.98.2]
87	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1. 300x10 mm [HSR 12.99.1]
88	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2. 250x10 mm [HSR 12.99.2]
89	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 3. 200x10 mm [HSR 12.99.3]
90	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 4. 150x10 mm [HSR 12.99.4]
91	Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1. 4.0 mm thick glass panes [HSR 13.10.1]
92	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete [HSR 13.29.1]
93	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [HSR 13.29.2]
94	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 1.1. Profile B Fixing with adjustable lugs with split end tail to each jamb [HSR 13.3.1.1]
95	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 2.1. Profile C Fixing with adjustable lugs with split end tail to each jamb [HSR 13.3.2.1]
96	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 3.1. Profile E Fixing with adjustable lugs with split end tail to each jamb [HSR 13.3.3.1]
97	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 1. 80x1.25 mm M.S. laths with 1.25 mm thick top cover [HSR 13.37.1]
98	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 2. 80x1.20 mm M.S. laths with 1.20 mm thick top cover [HSR 13.37.2]
99	Providing and fixing ball bearing for rolling shutters. [HSR 13.38]
100	Extra for providing mechanical device chain and crank operation for operating rolling shutters. 1. Exceeding 10.00 sqm and up to 16.80 sqm in the area [HSR 13.39.1]
101	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 and 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.). [HSR 13.41]
102	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 1.1. Manual MeansDepth up to 3 m [HSR 15.1.1.1]
103	Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excludingPointing andPlastering, as per Drawing andTechnical Specifications MORTandH clause 1300 3. Cement Mortar1:4 (1cement :4 sand) [HSR 15.6.3]
104	Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, as per technical clause 201 of MORTandH specifications. By Manual Means [HSR 17.1]
105	Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material [HSR 17.15.1]
106	Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [HSR 17.44]
107	Compacting Original Ground 2. Compacting original ground below embankmentLoosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [HSR 17.5.2]
108	Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [HSR 17.6]
109	Constructionofunreinforcedplaincementconcrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawingsandtechnicalclause1501ofMORTH specifications [HSR 17.72]
110	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: 1. White vitreous chinaware Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps [HSR 22.1.1]
111	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 3. 25 mm nominal bore [HSR 22.103.3]
112	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1. 15 mm nominal bore [HSR 22.104.1]
113	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 [HSR 22.106.1]
114	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 [HSR 22.107.1]
115	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1. 15mm nominal bore [HSR 22.108.1]
116	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. [HSR 22.109]
117	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. [HSR 22.117]
118	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. [HSR 22.119.2]
119	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 2.1. Flexible pipe 32 mm dia [HSR 22.14.2.1]
120	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 : 3. 200 mm diameter [HSR 22.163.3]
121	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 : 4. 250 mm diameter [HSR 22.163.4]
122	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 x300 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: 1.1. 100x100 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [HSR 22.166.1.1]
123	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. [HSR 22.181]
124	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and 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 : 3.1. Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay non-modular bricks of class designation 7.5 [HSR 22.190.3.1]
125	Providing and fixing 600x450 mm bevelled 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. [HSR 22.209]
126	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: 1. White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests [HSR 22.22.1]
127	Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 2.2. Single Socket Type B 110mm o/d SWR UPVC pipe lines laid complete [HSR 22.222.2.2]
128	Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC 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 : 1. Single half stall urinal with 5 litre P.V.C. automatic flushing cistern [HSR 22.26.1]
129	Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall 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. [HSR 22.33]
130	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. [HSR 22.38]
131	Providing and fixing toilet paper holder : 1. C.P. brass [HSR 22.42.1]
132	Providing and fixing white vitreous chinaware pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. [HSR 22.5]
133	Providing and fixingpartitions for different type of urinals. 1.2.1. Vitreous Chinaware Partition plate. Large size 835mm x 355 mmWhite [HSR 22.50.1.2.1]
134	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1. 15 mm nominal outer dia Pipes [HSR 22.86.1]
135	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2. 20 mm nominal outer dia Pipes [HSR 22.86.2]
136	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.External work 4. 32 mm nominal outer dia Pipes [HSR 22.87.4]
137	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.External work 6. 50 mm nominal outer dia Pipes [HSR 22.87.6]
138	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 6. 50 mm dia nominal bore [HSR 22.88.6]
139	Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 1. White glazed fire clay kitchen sink of size 600x450x 250 mm [HSR 22.9.1]
140	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 : 1. 25 to 40 mm nominal bore [HSR 22.92.1]
141	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 4. 32 mm nominal bore [HSR 22.94.4]
142	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 6. 50 mm nominal bore [HSR 22.94.6]
143	Providing and fixing gun metal non- return valve of approved quality (screwed end) : 4.1. 50 mm nominal bore Horizontal [HSR 22.99.4.1]
144	MISCELLANEOUS ITEMS 1.1. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge.Submersible Copper Cable 3 Core 1.5 sqmm [HSR 24.5.1.1]
145	Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in groundexcavation and refilling etc. as per specificationand as required complete in all respect. 3. 200mm dia. [HSR 25.1.3]
146	Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in groundexcavation and refilling etc. as per specificationand as required complete in all respect. 6. 100mm dia. [HSR 25.1.6]
147	Supplying, fixing, testing and commissioning of condenser water pipes / non insulated chilled water pipes of following sizes of MS C class along with necessary clamps, vibration isolators and fittings such as bends, tees etc. but excluding valves, strainers, gauges etc. adequately supported on rigid supports duly painted/buried in groundexcavation and refilling etc. as per specificationand as required complete in all respect. 7. 80mm dia. [HSR 25.1.7]
148	Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulationforwater circulation as per specifications. 3. 200mm dia. [HSR 25.3.3]
149	Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulationforwater circulation as per specifications. 6. 100mm dia. [HSR 25.3.6]
150	Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulationforwater circulation as per specifications. 7. 80mm dia. [HSR 25.3.7]
151	Supplying, fixing, testing and commissioning o NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal flanged end and PN 16 pressure rating as specified. 4. 100mm dia. [HSR 25.4.4]
152	Supplying and stacking of goodquality top layer gardenearth free from debris and weeds,at site including royalty and carriage/lead5 km (good earth measured in stacks will be reduced by 20 % for payment) only for filling of pots and flowerbeds .0.00 0.00 0.00 [HSR 26.2]
153	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. [HSR 29.1]
154	Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.29.6)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2,plus12mm Air gapplus6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. [HSR 29.2]
155	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. [HSR 29.3]
156	Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [HSR 33.12]
157	Supplying, filling, spreading and levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [HSR 33.13]
158	Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. [HSR 33.14]
159	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 2. 150 mm dia [HSR 33.16.2]
160	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts and nuts of required size complete. 2. 150 mm clamp [HSR 33.17.2]
161	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 2. 150 mm dia [HSR 33.18.2]
162	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by `V` notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge. [HSR 33.19]
163	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four Nos. longitudinal and 9 Nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. [HSR 33.5]
164	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.1. All types of soil300 mm dia [HSR 33.6.1.1]
165	Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 2. 150 mm nominal size dia [HSR 33.8.2]
166	Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 3. 200 mm nominal size dia [HSR 33.8.3]
167	Advance Direction signboard 1200x900 square as per IRC 67- 2012 withretro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.13.1]
168	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [HSR 34.26]
169	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. [HSR 4.1]
170	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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [HSR 4.12.1]
171	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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge 1. Ordinary rock [HSR 4.13.1]
172	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [HSR 4.14.1]
173	Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). [HSR 4.17]
174	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [HSR 4.32]
175	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [HSR 5.23.2]
176	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. [HSR 5.44]
177	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. [HSR 5.45]
178	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [HSR 5.7.4]
179	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [HSR 6.1.6]
180	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) [HSR 6.1.8]
181	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 and dressing and finishing the top smooth. [HSR 6.13]
182	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [HSR 6.14.1]
183	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [HSR 6.15.1]
184	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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). [HSR 6.16]
185	Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [HSR 6.29.1]
186	Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [HSR 6.29.2]
187	Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [HSR 6.29.3]
188	Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [HSR 6.30.3]
189	Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [HSR 6.30.5]
190	Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 3. Cold twisted bars [HSR 6.33.3]
191	Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [HSR 6.33.6]
192	Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [HSR 6.34.6]
193	Providing and fixing up to floor four level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) [HSR 6.38.1]
194	Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [HSR 6.39.1]
195	Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [HSR 7.21.1]
196	Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [HSR 7.21.2]
197	Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [HSR 7.22.1]
198	Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [HSR 7.22.2]
199	Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in : 2. cement mortar 1:4 (1 cement : 4 coarse sand) [HSR 7.27.2]
200	Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 2. Cement mortar 1:4 (1 cement :4 coarse sand) [HSR 7.28.2]
201	Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. 3. 20 mm thick [HSR 8.24.3]
202	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 : 1. With residual type petroleum bitumen of grade VG -10 [HSR 9.10.1]
203	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: 1. With common burnt clay non-modular brick tile of class designation 10 [HSR 9.11.1]
204	Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 1. With common burnt clay non-modular brick tiles of class designation 10 [HSR 9.14.1]
205	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 : 1. In 75x75 mm deep chase [HSR 9.17.1]
206	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. [HSR 9.18]
207	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2. 0.80 mm thick with zinc coating not less than 275 gm/m² [HSR 9.22.2]
208	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main `T` runner with suitably spacedjoints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross `T` of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main `T` at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross `T` of length 600 mm and size 24x25 mm made of0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main `T` runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 3. 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. [HSR 9.47.3]
209	Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [HSR 9.57.2]
210	Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [HSR 9.57.3]
211	Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5°110 mm bend [HSR 9.58.5.2]
212	Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 6.2. Shoe (Plain)110 mm Shoe [HSR 9.58.6.2]
213	Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 6.3. Shoe (Plain)150 mm Shoe [HSR 9.58.6.3]
214	Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 2. 110 mm [HSR 9.59.2]
215	Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 3. 150 mm [HSR 9.59.3]
216	Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 1. 100 mm diameter [HSR 9.62.1]
217	Providing fixing and installation of Glow sign boards of size 16ft x 8ft with heavy frame length weight and star flex in printing and led tubelights powder coated side GI sheet 28 guaze back in Hospitals at Faridabad and Medical college village chhainsa Ballabgarh. (Derived from HSR 34.53) [NS]
218	Supplying of 3HP Submersible Pump ISI Mark of Lubi, KSB, Crompton etc make (Along with Nylon rope) [NS]
219	Supplying for Panel Board of 3HP of BCH, Cuttler Hammer etc. Make ISI Mark with lock and key steel box. [NS]
220	Supplying 60 mm Aluminium cable, R.R., Havels, Finolex Make. [NS]
221	Wall Treatment Lower Levels: Providing and fixing Wood finished MDF based panels with lineal perforations to be fixed on walls. The panels shall bewith melamine laminate finish of size 2430mm x 128mm x15mm with 4mm slats at 28 mm pitch, Tongue and Groove edges for seamless mounting having density of 800kg/m3 . The back of the panels are perforated with 10mm diameter circular holes with a nonwoven fabric covering of 0.2mm for providing Sound absorption via the acoustic impedance method. Panel is to be fixed on GIframework as recommended by the manufacturer with screw fixed horizontal / vertical to wall at every 600mm c/c with centre and edge bracket in tongue and groove system on GI framework. The cavity of framework should be inserted with 50mm thick 1000GSM, thermally bonded polyester wadding. Approved Make: Top Acoustic, ABSOUND OVERSEAS, ANUTONE. [NS]
222	Wall Treatment side/rear walls Upper Levels: Providing and fixing Acoustical wall panelling in Fabric sound-soak panels (Cord type fabric) using cloth-mounted wood wool fiber tiles, held in place with H-splines and of panel size 1200x600x25 m.m. thick on GI frame consisting of 50x50mm GI Studs wall channels and floor channels with filling of 50mm thick 500GSM, thermally bonded polyester wadding. The insulation to be supported from the back by covering the frame with 19mm mesh GI wire netting.Approved Make: ANUTONE, ABSOUND OVERSEAS, TOP ACOUSTIK [NS]
223	Providing and fixing glass wool based acoustic ceiling tiles in size 600 x 600 x 15mm of square Edge WHITE , having noise reduction co-efficient (NRC) of 0.90Measurement of sound absorption coefficient in a reverberation room according to EN ISO 354 room method testing,light reflectance 3-4% and humidity resistance of 95%.The weight of the system with the tile should be approx. 3.0 kg/m2 and the tiles should have class A absorption according to EN ISO 354. Fire classifications for the tiles should be according to class B s1 d0 according to UNE-EN 13501-1: 2007. Tiles should be ecology friendly, confirm to international environmental standards and totally recyclable. The grid shall be fixed @ 600 mm centre to centre both ways. The colour of 24mm T-grid system and acoustic tile shall be white. Main runner of gridshall be fixed @ 1200 mm centre to centre in longer direction with cross Tee of length 1200 mm @ 600 mm centre to centre. Cross Teewill be further connected with another cross T of length 600 mm. The perimeter runner shall be fixed on wall with connect angle trim fixed at 300 mm centre to centre on wall with 50 mm long drive all screws. Main runner shall be suspended with adjustable hanger, installed at 1200 mm centre to centre.Maximum distance of hanger from wall shall not be more than 600 mm. Hanger shall be fixed firmly to the ceiling and truss by 5mm GI wire and anchor fastener as per recommendations of manufacturer . The acoustical panels to be laid in combination with 12.5mm thick gypsum board in lighting bands and HVAC grill bands. Approved Make : ARMSTRONG, ECOPHONE, ABSOUND OVERSEAS. [NS]
224	Supply and Laying of 50mm thick eco friendly, recyclable and water resistant polyester wool of 1000 GSM above T grid framework as suspender from roof. [NS]
225	P/f of Main Curtain made out of fire retardant fabric of Reliance Industries with horizontal sliding arrangement and Motorized operation complete with runners, master runners, pullies, 3 mm steel wire rope, 1 HP motor(Crompton) 2 nos. air breaker contactors (LandT/SIEMENS), 2NOS. micro switches for auto stop, 3 nos. push buttons for forward, reverse and stop positions. The curtain should be draped to half area when in closed position. Minimum overlap at centre should be 900 mm and should be stitched in double gathering. I/c frill as per requirement.Make of curtain mechanism : New Age, canara, Leksa [NS]
226	P/f of Mid Curtain made out of fire retardant fabric of Reliance Industries with horizontal sliding arrangement and Motorized operation complete with runners, master runners, pullies, 3 mm steel wire rope, 1 HP motor(Crompton) 2 nos. air breaker contactors (LandT/SIEMENS), 2NOS. micro switches for auto stop, 3 nos. push buttons for forward, reverse and stop positions. The curtain should be draped to half area when in closed position. Minimum overlap at centre should be 900 mm and should be stitched in double gathering. I/c frill as per requirement.Make of curtain mechanism : New Age, canara, Leksa [NS]
227	P/f Rear Curtain made out of black colour fire retardant fabric with horizontal sliding arrangement and Motorized operation complete with runners, master runners, pullies, 3 mm steel wire rope, 1 HP motor(Crompton) 2 nos. air breaker contactors (LandT/SIEMENS), 2NOS. micro switches for auto stop, 3 nos. push buttons for forward, reverse and stop positions. The curtain should be draped to half area when in closed position. Minimum overlap at centre should be 900 mm and should be stitched in double gathering. I/c frill as per requirement. Make of curtain mechanism : New Age, canara, Leksa. [NS]
228	Providing and fixing of frills in double gathering box pleats stitched out of fire retardant fabric inblack colour . The frill to be fixed from the suspension grid with 25mm dia B class GI pipe suitably hung by means of 35x4mm MS flat. The pipe and flat to be painted with black enamel paint. [NS]
229	Entry/exit doors for the auditorium 77mm thick, STC 48, acoustic doors consisting of fire resistant materials and peripheral seals all around . The door to be laminated with 1mm laminate. The Door shutter frames to be of klin dried chemically treated Mirandi wood. The door shutter frame to be lapped with 12mm commercial ply duly treated for fire retardance. Make : Global Fire/ Navair/ Absound Overseas. [NS]
230	Providing and fixing panic bars for the doors with double/single leaf with all necessary parts. Make: Geze/Dorma/Doorvin [NS]
231	Providing and fixing Hinges (Steel with bal bearings ) of size 125 X 32mm fixed with steel drive all screws of 35mm. Make: Geze/Dorma/Doorvin [NS]
232	Providing and fixing 100mm high, 15mm thick polished Teak wood skirting to be fixed to wall paneling frame. [NS]
233	Providing and fixing 22 oz. loop pile carpet with precision tufted loop piles and underlay of 8mm thick PU foam fixed to existing levelled floor with synthetic adhesives as approved by the manufacturer. Make: Carpetia, CCIL, Absound Overseas [NS]
234	Cast Iron Dual Plate (Wafer Type) Check Valve, Design standard API 594. Wafer Type Design, to take lesser space than the conventional Check Valve. Being light in weight, is more rigid than the standard Swing Type Check Valve, which needs expensive foundation and special supports. Being cylindrical body, stresses are uniformly distributed. Much longer seat life because of Bronze / S.S to Rubber contact. Less wear and tear of seat surfaces. End connections are designed to suit flanges drilled to ANSI B Class-125 / ASME B Class-150. Water hammering effect is minimized in this design, since the closing of valve does not depend upon any back pressure or flow. Each plate being half of the size of the swing check valve disc, provides straight flow path offering minimal resistance because of the spring’s assistance as closing of the valve initiates as soon as flow velocity dips below the designated minimum velocity. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. [200mm dia] [NS]
235	Cast Iron Dual Plate (Wafer Type) Check Valve, Design standard API 594. Wafer Type Design, to take lesser space than the conventional Check Valve. Being light in weight, is more rigid than the standard Swing Type Check Valve, which needs expensive foundation and special supports. Being cylindrical body, stresses are uniformly distributed. Much longer seat life because of Bronze / S.S to Rubber contact. Less wear and tear of seat surfaces. End connections are designed to suit flanges drilled to ANSI B Class-125 / ASME B Class-150. Water hammering effect is minimized in this design, since the closing of valve does not depend upon any back pressure or flow. Each plate being half of the size of the swing check valve disc, provides straight flow path offering minimal resistance because of the spring’s assistance as closing of the valve initiates as soon as flow velocity dips below the designated minimum velocity. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS[80mm] [NS]
236	SITCOf Internal Fire Hose Box , Wall Mounting Or Free Standing Type , Made Out Of Fibre Glass Reinforced Plastic Of Approved Colour Of Weather proof hose cabinet of size 750 x 600 x 250mm, to accommoate Two 15 m Length Of Delivery Hoses And A Branch Pipes With Glass Fronted Double Door With Lock And Keys And Break Glass Recess For Keys ,Complete In All Manners .MAKE: G.TECH/ FIRE CUT / MINIMAX / NEW AGE/ SUPEREX / KARTAR padmini/ Omax/ Life Guard. [NS]
237	SITC OF Co2 type fire extinguisher ISI mark IS code 15683 – 2006 )capacity: 4.5 kg with I mtr long hosepipe. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
238	SITC OF ABC type fire extinguisherISI mark IS code 15683 –2006 capacity: 06 kgs 90 % MAP(Mono Amonium phosphate) pressurized with dry nitrogen .MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
239	SITC offire bucket stand having four 9 ltr. Sand filled buckets 4 stand1 set.MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
240	Supplying and fixing single headed internal hydrant LANDING 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. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR - 9.2) [NS]
241	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.MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (DSR - 16.2) [NS]
242	S.S 63 mm dia. short branch pipes with 16 mm dia.Nominal Bore Outlet With Standard Instantaneous Type 63 mm Dia Coupling In All Respects . ISI Marked IS:903 MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR -18.2) [NS]
243	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. 30 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve and nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve and M.S. Pipe and socket. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (DSR -17.1) [NS]
244	Supplying and fixing of 2 Way 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 . MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR - 19.1) [NS]
245	Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required.MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR - 20.0) [NS]
246	Providing and fixing of Pressure Switch in M.S. pipe line including connection etc. as required. MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (DSR - 22) [NS]
247	Providing, installation, testing and commissioning of stainless steel Y-strainer 100MM fabricated out of1.6 mmthick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flangeMAKE: AS PER LIST ATTACHED IN BID DOCUMENTS (DSR 15.5) [NS]
248	SITC of fire brigade Draw out connection confirming to IS : 4038-1986 with 150 mm Non return valve/ strainer incluiding necessary fittings the word FIRE BRIGADE DRAW OFF to be painted on the box complete all as specified and directed MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
249	Supplying, installation, testing and commissioning of (Diesel Driven Pump) suitable for automatic operation and consisting of following, complete in all respects, as required : Horizontal type, multistage, centrifugal pump of cast ofiron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Description of Item DSR Code No. Description of Item Unit Rate Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, Binstruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads.Diesel Driven Pump 2280LPM, 56 Mtr Head MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR - 2.6) [NS]
250	Supplying, installation, testing and commissioning of .Main Fire Pumpfor Sprinkler and HYDRANT Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required (a)Horizontal type, multistage, centrifugal, split casing pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal 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 with anti vibration pads. . Main Fire Pumpfor Sprinkler and HYDRANTPump Discharge:2280 LPM HEAD -56 Mtr MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS.(DSR - 1.6) [NS]
251	Supplying, installation, testing and commissioning of Electric Driven Pressurisation Pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-`F` insulation, conforming to IS : 325.M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads JockeyPump 180LPM,HEAD -56 MtrMAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (DSR - 3.3) [NS]
252	CONTROL PANELS FOR THREE PUMP AUTOMATIC5 Fabrication, supply, Insallation testing and commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump and diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply withenclosure protection class IP 42 as required : DSR 5.2 [NS]
253	SITCofburden type Stainless Steel dial type pressure gauge with brass isolation valve and pipe. (For each PUMP ROOM ).MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
254	Providing and fixing room name plate 350mm x 150 mm, retro-reflective type on 2 mm thick stainless steel plate in blue color as mentioned in Code of Practice (Part 4) Signages 2012 (NS)
255	Accessible parking signage 2.4 mtr. height and other parking and directional signages as per required specification complete mentioned in Code of Practice (Part 4) Signages 2012 andCode of Practice for Road Signages, IRC: 67-2001 Varying Size 600mmx900mm including standing post and PCC foundation below, (Color : Background : Blue: Symbol / Text : White)in retroreflective material on stainless 2mm steel sheet. (NS)
256	Accessible parking signage 1.2 mtr. height and other parking and directional signages as per required specification complete mentioned in Code of Practice (Part 4) Signages 2012 andCode of Practice for Road Signages, IRC: 67-2001 Varying Size 450mmx200mm including standing post and PCC foundation below, (Color : Background : Blue: Symbol / Text : White)in retroreflective material on stainless 2mm steel sheet. (NS)
257	Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gasketsetc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting withtwo or more coats of synthetic enamel paint of required shade complete as required :- 25mm dia(DSR 7.1) [NS]
258	Providing and laying 500x500x80 mm thick Turf paver (Turf pave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (NS)
259	Supply Of Brass / Bronze Lever Operated Ball Valve Of Full Flow With Stainless Steel Ball ( AISI 304 And Spindle AISI 410 ) With Setting And Gland Of Superior Quality Having Minimum Working Pressure Of 20 Kg /Cm MAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
260	Terrace Fire Pump 450LPM CONTROL PANELS 5 Fabrication, supply, Insallation testing and commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering MAKE :[NS]
261	Tank Refilling fire brigade connection 4 wayMAKE: AS PER LIST ATTACHED IN BID DOCUMENTS. (NS)
262	Providing and placing in position auditorium chair. The seat shall be made of Polyurethane Foam moulded with 1.5 ±0.1cm. thk. plywood insert and shall be upholstered with fabric. Approx. Seat Size shall be: Depth: 42.0cm, Width @rear: 44.0cm and Width @ front: 41.0cm. The back assembly shall be flexing type and made of Polyurethane Foam moulded with MS. tubular frame insert and shall be upholstered with fabric and back cover. The insert shall be made of 01.9 ±0.02cm x 0.16 ±0.0.128cm. thk. MS tubular frame with flexible nylon straps running across the length and width of the frame. Approx. Back-Size shall be: Height: 65.5cm, Width @ top: 34.5cm and Width @ seat level: 46.0cm. The HR polyurethane foam shall be moulded with density = 45plus /-2 kg/m3. The back cover and mechanism cover shall be vacuum formed from black ABS sheets. The Armrest understructure shall be upholstered PU foam moulded with MS insert. Arm tops shall be made of black Integral Skin polyurethane with 50-70 Shore `A` Hardness and reinforced with wooden insert. Armrest width= 7.0 ±0.5cm. Understructure shall be made of MS with black powder coated (DFT 40-60 microns) with integrated, auto tip-up mechanism which folds the seat when not in use, Footprint area of base plate shall be made of HR steel 15.0 ±0.2cm X 22.0 ±0.2cm X 0.5±0.05 cm thick, Backrest supporting beam width shall be 46.0 ±0.2cm. (L) x 8.0 ±0.03cm. x 4.0 ±0.03cm. x 0.2 100.16cm MS tube, Understructure shall be fixed to ground by anchors with washer and nut. The auditorium chair shall be designed to get mounted/grouted on floors. Overall Dimensions of Chair shall be Seat Height- 46.5 cm, Height-89.0 cm, Width of Chair - 53.0 cm and Depth of the chair- 54.0 cm. [NS]
263	Providing and fixing 55`` Digital Signage standee panel module samsung QB55B and split screen Specification: DISPLAY MODEL SAMSUNG QB55B, PANEL SIZE - 55`, SCREEN ACTIVE AREA -1120 x 620,RESOLUTION- 1920 x 1080, BRIGHTNESS- 300cd, CONTRAST- 5000-1, VIEW ANGLE - 178 x178, OPRATING SYSTEM - RDE Offline, DISPLAY COLOR - 16M, INTERNAL PLAYER-CPU-1.7GHz Quard, RAM /ROM- 4GB-.32GB, OPRATING SYSTEM -RDE Offline as per specification of the company.(NS)

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Tender For Construction Of Auditorium Building At Ballabgarh In District Faridabad Under C.M Announcement, Faridabad-Haryana

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Tender For Construction Of Auditorium Building At Ballabgarh In District Faridabad Under C.M Announcement, Faridabad-Haryana

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