Tender For Construction Of Hostel At G.L.A. College, Medininagar, Palamu Under Nilambar Pitambar University, Palamu, Daltonganj-Jharkhand

TDR : 55165788

Tender Notice
BOQ

Expired

Daltonganj , Jharkhand

Tender Brief : Tender For Construction Of Hostel At G.L.A. College, Medininagar, Palamu Under Nilambar Pitambar University, Palamu

Document Fees
₹ 10000 /-

EMD
₹ 942000.0 /-

Tender Value
Refer document

Submission Date
11-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M, including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I
2	Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
3	Carriage rate of materials by diesel truck (8.M.T.capacity ) including loading, unloading and stacking on pucca road lead up to 4 KM.
4	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size )
6	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 agraded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand including necessary excavation, levelling & dressing & finishing the top smooth.
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size )
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size )
9	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4:8 (1 Cement:4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size )
10	P/L cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
11	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size )
12	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size )
13	Providing and laying in position specified grade of RCC, excluding the cost of centering, shuttering , finishing and reinforcement- All work up to plinth level :1:2:4 (1 Cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size )
14	Providing and laying in position specified grade of RCC, excluding the cost of centering, shuttering , finishing and reinforcement- All work up to plinth level :1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size )
15	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
16	Reinforced cement concrete work in Beam, suspended floors, roof having slope upto 15⁰ landing, balconies , slabs, chajjas, lintle, band, plain window sills, stair cases and spiral stair cases etc above plinth level upto floor five level excluding the cost of centering and shuttering, finishing and reinforcement.
17	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work ; using coarse aggregate and fine aggregate derived from nature sources, portland pozzolana / ordinary portland / slag cement admistures in recommended proportions as per IS : 9103 to accelerate / retared setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work up to Plinth level
18	Concrete of M25 grade with minimum cement content of 330 kg/cum
19	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work ; using coarse aggregate and fine aggregate derived from nature sources, portland pozzolana / ordinary portland / slag cement admistures in recommended proportions as per IS : 9103 to accelerate / retared setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work plinth level Above upto floor V level
20	Concrete of M25 grade with minimum cement content of 330 kg/cum
21	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
22	Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves board above plinth level up to Floor Five Level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement :1.5 coarse sand 3 graded stone aggregate 20 mm nominal size).
23	Providing reinforcement (Round bars confirming to I.S. 432 dia in mm (I.S. 2062 Gr A) of 6 & 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(i) 10 mm dia Gr. A
24	Providing Tor steel reinforcement of 8 mm. dia rods as per approved (TMT Fe 500) (Only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel steels Ltd. Bokaro and Vizag (RINL)
25	10mm (TMT FE 500) (Only valid for SAIL, TATA Steel, JSPL,Vizag Steel)
26	12mm (TMT Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steel Ltd, Bokaro and Vizag RINL)
27	16mm (TMT Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steel Ltd, Bokaro and Vizag RINL)
28	20/25 mm dia TMT bar Fe 500 (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steel Ltd, Bokaro and Vizag RINL)
29	Centering and shuttering including strutting, propping etc. and removal of form for
30	Foundations, footings, bases of columns, etc. for mass concrete
31	Lintels, beams, plinth beams, girders, bressumers and cantilevers
32	Columns, Pillars, Piers, Abutments, Posts and Struts
33	Suspended floors, roofs, landings, balconies and access platform
34	Weather shade , Chajjas, corbels etc. including edges.
35	Edges of Slab and breaks in floors and Walls Above 20 cm wide
36	Providing precast cement concrete Jali 1:2:4 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate ),
37	50 mm thick
38	Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 ( 9\\" x 4.5\\" x 3\\") in cm (1:3) in foundation and plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick morter joint cost of screening materials raking out joints to 15 mm depth curing , taxes and royalty all complete as per building specification and direction of E-in C.
39	Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x 4.5\\" x 3\\") in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, rakingout joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I
40	Providing designation 100 A brick work in superStructure with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\" in C.M (1: 6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick /mortar joints, cost of scr`eening materials, raking out Joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
41	Providing designation 100 A brick work in superStructure with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\" in C.M (1: 4) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick /mortar joints, cost of scr`eening materials, raking out Joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
42	Extra for brick work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I.
43	Second Floor
44	Third Floor
45	Mumty ,Machine Room & Parapet Wall
46	Providing 250 mm thick brick jali approved quality of clean coarse sand of F.M. 2 to 2.5, finishing with deep ruled pointing in C.M. (1:3) with sand of F.M. 1.5 on entire surface including the cost of finishing the holes, screening carriage of materials , scaffolding, raking out jaoints to 15 mm depth, curing, faxes and royalty all complete , as per approved design, building specification and direction of E/l.
47	Providing 6mm Cement Plaster (1:4) in ceiling with clean course sand of F.M 1.5 including screening , curing with all leads and lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
48	Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I
49	Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I
50	15 mm cement plaster on the rough side of single or half brick wall of mix :
51	1:6 (1 cement : 6 fine sand)
52	Extra for lining out plaster to imitate stone or concrete blocks walling.
53	Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other proofing compound approved water including screening, curing with all leads and lifts of water, scaffolding taxes and royally all complete as per hulliding specification and direction of E/l.
54	Providing 19 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
55	Extra for plaster work over exterior surafce for each consecutive floor above first floor including cost of scaffolding etc. all complete as per direction of E/I
56	II nd Floor
57	III rd Floor
58	Mumty ,Machine Room & Parapet Wall
59	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
60	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
61	Two coats
62	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
63	New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
64	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
65	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
66	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
67	For fixed portion
68	Powder coated aluminium (minimumthickness of powder coating 50 micron)
69	For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provisionfor fixing of fittings wherever required including the costof EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
70	Powder coated aluminium (minimumthickness of powder coating 50 micron)
71	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
72	With stainless steel cover plate minimum 1.25 mm thickness .
73	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):
74	With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)
75	Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.
76	Powder coated minimum thickness 50 micron aluminium tubular handle bar
77	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.
78	Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providingweather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction ofEngineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600
79	Upto 5 mm depth and 5 mm width
80	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 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 1.60 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
81	Profile B Fixing with adjustable lugs with split end tail to each jamb
82	Supplying, fitting and fixing 35mm thick solid core type non- decorative double leaf flush door shutter in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneered of standard make with oxidised iron fittings all complete as per building specification and direction of E/I.
83	Supplying, fitting and fixing 35mm thick solid core type non- decorative single leaf flush shutters in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneered of standard make with oxidised iron fittings all complete as per building specification and direction of E/I.
84	Supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/l.
85	Supplying, fitting and fixing 30mm thick solid core type non- decorative double leaf flush shutter with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneered of standard make with oxidised iron fittings such as hinges,tower bolts,handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I.
86	Providing two coats of plastic emulsion paint of approved shade and make over a cost of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification, and direction of E/I.
87	Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of EA (Mode of measurement area shall be multiplied by the co-efficient as including in building specification specification, and direction of E/I.)
88	Providing primer one coat of approved shade and make over new wooden surface including preparing the surface after cleaning , removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction E/I
89	Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering , including cost of scaffolding and taxes all complete as per building specification and direction of E/I
90	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. usset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
91	Using M.S. angels 40x40x6 mm for diagonal braces
92	Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 Band K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
93	Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size)
94	Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge
95	Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading
96	Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100mm Centers and braced with M.S flat diagonals 20x3mm with top and bottom rails of T iron 40x40x6mm 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint ,car riage, hosting and taxes all complete as per building specification and direction E/I.
97	Supplying fitting and fixing MS grill made of 20x6mm MS Flat as per approved design and drawing properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I
98	Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I.
99	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
100	Providing two coats of synthetic enamel paint of approved shade and make over steel surface including preparing the surface after cleaning , removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction E/I
101	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS :1068) transparent or dyed to required colour and shade with necessary screws etc. complete
102	Twin rubber stopper
103	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868 ), tranparent or dyed to required colour or shade with nuts and screw etc. complete
104	300x16 mm
105	250x16 mm
106	Providing and fixing aluminium handle ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868 ), tranparent or dyed to required colour or shade with nuts and screw etc. complete
107	125 mm
108	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 require colour or shade with necessary screw etc. complete
109	200x10 mm
110	Providing and fixing fan hook of 16 mm dia M.S. bar 1 metre long bent to required size and shape placed in position and fixed in R.C.C. Slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt).
111	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
112	Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete :
113	90 mm
114	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
115	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
116	Providing and laying doublecharge vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622/ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm sizes
117	Providing and laying vitrified Paring / Industrial tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622/ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 300x300mm sizes
118	Providing and laying rectified glazed ceramic floor tiles 300x300m or more (thickness to be specified by manufacture) of 1st quality conforming to 15:15622 of approved make in colours white, lvory, grey, fume red, brown laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigments, etc complete.
119	Providing and laying 6mm precast glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including (rubbing , polishing and cost of curing taxes and royalty all complete as per building specification and direction of E/I.
120	With \\"A\\" grade
121	With commercial grade colour tiles
122	Providing and laying 25mm thick kota stone slab flooring of approved size, texture and colour over 19mm thick base of lime mortar (1:1:1) (lime putty: surkhi: coarse sand) laid over and joined with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing , taxes and royalty all complete as per building specification and direction of E/I.(iv) 600 x 600 mm size
123	Providing and laying 25mm thick kota stone tiles in risers of steps, skirting and pillars of approves size, texture and color laid over 12mm thick cement mortar (1:3) and joined with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes, and royalty all complete as per building specification and direction of E/I.(ii)1500 *300 / 125 mm size
124	Extra for pre finished nosing in treads of steps of kota stone / sand stone slab
125	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand)
126	Ordinary cement without any pigment
127	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished machine cut for kitchen platform vanity counters window sills facias and similar locations of required size approved shade,colour and texture laid over 20mm thick base cement mortar 1:4, joints treated with white cement , mixed with matching pigment, epoxy touchups, including rubbing , curing, molding and polishing to edges to give high gloss finish.
128	Granite stone slab of colour black cherry /rubey red area of slab over 0.5 Sq.mt.
129	Extra for pre finished nosing to treads of step of marble stone
130	Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustibleas per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm)
131	i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.
132	With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles
133	Water Proofing for New Roof Slab - Providing and laying water proofing treatment on roof slab by applying two component, factory designed, ready to use, acrylic modified flexible material applied with brush, roller or spray for water proofing coating as per manufacturer specifications with following steps : -
134	(a) Surface preparation : - Providing and cleaning of concrete surface to remove dust, oil grease including removal of existing loose paint/ coating, and cement laitance by cleaning with compressed air & water jet including all materials, labour, tools complete. Ponding test to be done after plugging all outlets and to be checked from soffit to identify seepage, leakage. On identification of seepage, cement grouting to be done with non shrink expanding admixture of Sika India Pvt. Ltd./ MYK Schomberg/ Dr. Fixit/ Fosroc or equivalent. Providing and repairing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with 150mm x 150mm fillet of mortar (Cement sand- 1:4) admixed with acrylic polymer of Sika/ Fosroc/ MYK Schomberg/
135	Dr. Fixit or equivalent. Before chamfering a prime coat shall be given with the slurry of acrylic polymer. Repairing surface irregularities, damaged concretein base slab, dead cracks if any, with an acrylic polymer modified repair mortar including a coat of bonding agent of the same with cement slurry including all material, labour, tools complete.
136	(b) Ist Coat:- Apply 1st coat of two component acrylic modified, ready to use, flexible cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application, 45gsm of Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @ 1.50 kg/Sqmt/coat. for the purpose of measurement the entire treated surface will be measured.
137	(c) 2nd Coat:- To apply the 2nd coat of two component acrylic modified ready to use flexible cementitious material right angel to the 1st coat over the glass fibre laid surface. 2nd coat should be applied @0.7 kg/ Sqmt/coat. For the purpose of measurement the entire treated surface will be measured. After three days of drying the 2nd coat, the rain water outlets to be plugged test to be done for 48 hours to identify seepage, leakage from soffit and if found necessary rectification to be done as per satisfaction of E/C. The waterproof coating to be protected from damaged before screed over it. Water proofing Brand:- Sika Topseal 109hi/ Fosroc Brushbond RFX/ Dr. Fixit Pidiffin 2K/MYK Aquafin TG. Product Performance- Chemical Base Part A:
138	Acrylic copolymer, Part B: Specially graded cementitious powder - Density 1.6 kg/l (mixed density) at +270C. Tensile strength -2 N/mm2 after 28 days (with Fibre cloth) According to ASTM D 2370) Pullout Bond Strength -2 N/mm2 (concrete failure) (According to ISO 4624) Slant-Shear Bond Strength - 4 N/mm2 (According to FIP 5.15) Elongation at Break - 35% without Fibre Cloth and 20% with Fibre Cloth (According to ASTM D 2370)
139	(d) Protection of treated surface with PCC : - The treated surface should be covered with 25mm/50 mm PCC of M-20 grade (1:1:5:3) with proper slope (1:120) towards the rain outlets in alternate panels of 2 mt/ 2mt keeping 6mm gap between the panel joint. Integral water proofing admixture conforming to IS 2545 @ of 100 ml per bag of cement to be added in the screed concrete (paid separately for this items). All corners shall be chamfered with 150mm x 150 mm fillet. The rainwater outlets shall be just leveled with the screed concrete to ensure smooth discharge of water - the peripheral gaps between PVC pipe outlet and concrete surface should be packed properly with rich concrete and the peripheral mouth to be sealed
140	with moisture insensitive epoxy putty of Sika India Pvt. Ltd./ MYK Schomberg/ Dr. Fixit. Fosroc. For the purpose of measurement the entire treated surface will be measured. (e) Groove of PCC surface should be filled with Polysulphide Sealant. (Paid Separately) Brand - Sika India Pvt. Ltd. /MYK Schomberg/ Dr. Fixit/ Fosroc. Warranty for five years.
141	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.
142	110 mm diameter
143	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for plasticised Rigid PVC rain water pipes onforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(Single socketed pipes)
144	Bend 87.5°
145	110 mm bend
146	Shoe (Plain)
147	110 mm bend
148	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.
149	110 mm diameter
150	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams
151	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
152	Supplying, filling, spreading & leveling 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 & lifts, all complete as per direction of Engineer-in-charge.
153	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
154	150 mm nominal size dia
155	Cost of drilling 200mm x 165mm x 125mtr. Deep borewell in all kinds of soil and rock in rural area for installation of pump set with Hydraulic DTH rig machine, all complete including supply all materials, tools, drilling rig, Air compcompressor and equipments, as well as fule lubricants and cost of transportation of rig machine and other vehhicles upto the size.
156	From 0-50 mtr.
157	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
158	150 mm dia
159	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.
160	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
161	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
162	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
163	Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
164	Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
165	After two days of proper curing applying a second coat of cement slurry using 2.75 kg sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
166	Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4(1 cement 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the suface with trowelwith neat cement slurry and making pattern of 300x300 mm square 3mm deep.
167	The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. \\"All above operations to be done in order and as directed and specified by the Engineer-in-Charge\\":
168	With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
169	Supplying & filling bricks Bat
170	CARRIAGE OF MATERIAL
171	Coarse Sand (10 Km)
172	Stone Chipps / Stone Aggregate (22 Km)
173	Brick (8 Km)
174	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
175	Construction of Embankment with Material obtained from Borrow pits. Construction of embankment with Approved Material obtained from borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading , grading to rewuired slope and compacting to meet requirement of Table 300 -2
176	Granular Sub base with well graded material - By Mix in Place Method : Construction of granular Sub Base by Providing close graded material mixing in a mechanical mix plant at OMC ,Carriage of mixed Material to work site, spreading in uniform layers with motor graderon prepared surface and compacting with vibratory power roller to achieve the desired density ,complete as per technical specification Clause 401 . (i) For Grading I Materials
177	Wet Mix Macadam (Plant Mix Method): Provinding , laying , spreading and compacting graded stone aggregate to wet mix macadam specificcation including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base courseon well prepared surface and compacting with vibratory roller to achieve the desired density.
178	Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of rode surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
179	Dense Graded Bituminous Macadam Grading -I with VG-30 Grade Packet Bitumen Providing and laying denes graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading , premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 Complete in all respects.
180	Bituminous Concrete Grading -I with VG-30 Grade Packet Bitumen Providing and laying denes graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading , premixed with bituminous binder @ 5.2 percent by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 Complete in all respects.
181	Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
182	Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with local sand, including finishing smooth etc. complete as per direction of Engineer in- charge
183	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
184	80 mm thick C.C. paver block of M-35 grade with approved color design and pattern.
185	Caste-in-Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)
186	PCC M 15 for Kerb Base
187	PCC M 20 for Kerb cast in situ
188	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.
189	Ordinary soil
190	Manual Means
191	Depth upto 3 m
192	Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
193	Brick masonry work in 1:3 in substructure complete excluding pointing and plastering as per drawing and Technical Specifications
194	Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications
195	Internal Electrical Work
196	Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sqmm FRLS PVC insulated copper conductor single core cable etc. as required.
197	Group A
198	Group C
199	Wiring for twin control light point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sqmm FR PVC insulated copper conductor single core cable etc. as required.
200	Wiring for light/power plug with 2 x 4 sqmm. FRLS PVC insulated, copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 no 4 sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
201	Circuit / Sub main wiring
202	Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated,copper conductor single core cable in surface/ recessed medium class PVC conduit as required.
203	2x1.5 sqmm + 1x1.5 sqmm earth wire
204	2x2.5 sq.mm + 1 x 2.5 sq.mm earth wire
205	2x4.0 sq.mm + 1 x 4.0 sq.mm earth wire
206	4 x 6 sqmm + 2 x 6 sqmm earth wire
207	4 x 10 sqmm + 2 x 6 sqmm earth wire
208	Supply and fixing of following sizes PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required :
209	20 mm.
210	25 mm.
211	32 mm.
212	Plug Point, Power Point Telephone and Television
213	Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connection, painting etc. as required. (Light plug)
214	Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps. modular socket outlet and 15/16 amps. modular switch, connection, painting etc. as required. (Power Plug)
215	Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
216	Supplying and fixing of following size / Module, GI box along with modular base and cover plate for mudular switches in recess as required ( for Telephone and T.V. pointsand call bell)
217	1 or 2 module (78 x 78 x 45 mm)
218	Supplying and fixing following Modular switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required
219	5/6 A switch, one way switch
220	5/6 A, 3 pin socket outlet
221	Telephone Socket outlet
222	TV Antenna socket outlet
223	Supply and drawing following 2 pair, 0.5 mm dia FRLS PVC insulated copper conductor, unarmored telephone cable in the existing surface / recessed conduit as required.
224	Supply and drawing of co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface / recessed steel / PVC conduit as required.
225	Distribution boards, MCB's, MCCB's
226	Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator)
227	12 way, Single door
228	For 8 way, Double door SPN, MCB DB
229	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel,MCB distribution board, 415 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).
230	6 way (4 + 18), Double door,
231	8 way (4 + 24), Double door,
232	Supplying and fixing 6 amps. to 32 amps. rating, 240 volts, 10 KA `C' curve, miniature circuit breaker (MCB) suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
233	Single pole and neutral
234	6/32 amps,
235	40 amps,
236	Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
237	Supplying and fixing following rating, double pole, (Single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
238	25 amps.
239	40 amps.
240	Supplying and fixing of four pole,10 KA 'C' curve miniature circuit breaker (MCB) suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
241	25 amps.
242	40 amps.
243	Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosed plug top along with 20 amps. \\"C\\" curve, SP MCB in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
244	G.I. Earthing
245	Earthing withGI earth plate600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc, with charcoal/coke and salt as required.
246	Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 M. below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc as required. (jointing shall be done by overlapping and with two sets of GI nut bolt & spring washer spaced at 50 mm).
247	Lightning Conductor
248	Earthing withGI earth plate600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc, with charcoal/coke and salt as required.
249	Providing and fixing of lighting conductor finial, made of 25 mm dia. 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
250	Providing & fixing G.I.tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor as required ( For horizontal run )
251	Providing & fixing G.I.tape 20 mm x 3 mm thick on parapet or surface of wall for lighting conductor as required ( For vertical run )
252	Providing and fixing testing joint, made of 20 mm x 3mm thick G.I. strip, 125mm long, with 4 nos of G.I. bolts, nuts, check nuts and spring washers etc. complete as required.
253	Providing & laying G.I. tape, 32mm x 6mm thick, from earth electrode directly in ground as required.
254	Supply and laying of Cable
255	Supply of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured, served, sheathed 1100 volts grade.
256	25 sqmm 3.5 core
257	70 sqmm 3 1/2 core
258	185 sqmm 3 1/2 core
259	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
260	Upto 35 sqmm.
261	Above 35 sqmm and upto 95 sqmm
262	Above 95 sqmm and upto 185 sqmm
263	Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 60 cm. x 60 cm. at the bottom and 50 x 50 cm. at the top with a thickness of 10 cm including inscription duly engraved as required.
264	Supplying and laying of following size DWC HDPE pipe ISI marked along with allaccessories like socket, bend, couplers etc conforming to IS 14930, part II complete with fitting and cutting, jointing etc direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and prtective covering etc complete as required.
265	90 mm. dia. (OD - 60 mm & ID - 76 mm nominal)
266	120 mm. dia. (OD - 120 mm & ID - 103 mm nominal)
267	Lighting fixtures and Fans
268	S/I/T/C of following rating reccess / surface mounting LED round / square shape down light luminaire with pressure die cast housing for single phase supply voltage. Luminaire shall be conform to IS : 10322 part-5 section-2 or IEC 62722 with all neccessary accessoriesas required.
269	6/7W LED Round Down Light
270	12 w. LED Type Ceiling Light
271	18 w. LED Type Ceiling Light
272	2' x2' LED Panel Light
273	SITC of following ratingsurface mounted LED tube light fitting suitable for 230 V 50 Hz single phase supply etc complete as required
274	10/12 Watt LED tube light
275	20/22 Watt LED tube light
276	SITC of following rating LED street light luminiare with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole or pipe/wall for supply voltage 100-270 V AC 50 Hz. Luminiare shall be confirm to IS 10322 part-5 / section-3 and shall be complete with all neccessories as required.
277	25W LED street light
278	45/48 Watt LED street light
279	LED Batten light (System lumen efficacy ≥120 <135 lm/Watt)
280	Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends,CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate (T.C.).Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).
281	Powder coated die cast/Extruded aluminium Body (Thickness ≥ 1.20 mm)
282	Wall Bracket 18 - 22 watt
283	Supply, Installation, Testing and Commissioning of Following size ceiling fan 3 blades conforming to IS : 374-2019 including wiring the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated copper wire suitable for 230 volts 50 Hz single phase supply etc complete as required
284	1200 mm (48\\") BLDC 5 star rating 32 watt Ceiling fan
285	1400 mm (56\\") BLDC 5 star rating 32 watt Ceiling fan
286	Miscellaneous
287	Extra for fixing the louvers / shutters complete with frame for exhaust fans of all sizes.
288	Supplying and fixing of call bell/buzzer suitable for DC/AC single phase, 230 volts, complete as required.
289	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required
290	Supplying and fixing following Modular switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required
291	Bell push
292	9/10Watt LED Bulb
293	12\\" (300 MM) Exhaust Fan
294	Providing and fixing circular / hexazonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia140 mm, 73 mm height, top lid 1.5 mm thick MS sheet with its top surface hacked forproper bonding top lid shall be screwed into the cast iron / MS sheet box by means of 3.3 mm dia round headed screws, one lock at the corners clamp shall be made of 12 mm dia MS bar bent to shape as per standard drawing.
295	Providing and fixing M.V. danger notice plate of 200 mm x 150 mm made of mild steel, atleast 2 mm thick and vitreous enamelled white on both sides and with inscription single red colour on front side as required.
296	Sanitary Fixtures & Accessories
297	Supplying, fitting and fixing 40 mm high white vitreous glazed earthen EWC with \\"P \\" trap of Parry, Hindustan or any other approved ISS make including supply and fixing of 10 lt low level PVC flushing cistern of approved make with complete fitting with telescopic flushing pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 150 gm 15 mm PVC alkathene pipe 45 cm long with brass coupling at both ends and white plastic solid state seal and lead of commander /cuckoo or other ISS make with hinges or screws etc painting pipe and cistern etc with 2 coat of approved paint over a coat of read oxide priming all complete as per specification and direction of Engineer in charge.
298	With \\"P\\" trap
299	10 liters low level P.V.C. cistern
300	Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'P' trap 10 liters low level PVC flushing cistern of names or other I.S.S. equivalent make, complete with all fittings C.I. or C.C. brackets 32mm alkathene/PV.C. telescopic flush, pipe about 2M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15mm C.I.body brass spindle stop cock of wt. not less than 50 gms, 15mm connection pipe 450mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.
301	580 mm long
302	With 10 lit. low level PVC cistern
303	Providing & fixing white vitreous china 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 fitting and brackets, cutting & making good the walls wherever required.
304	Flat back Wash Basin size 550x400 mm with single 15mm C. P. brass pillar tap
305	Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-
306	White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
307	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
308	Providing & fixing stainless steel A ISI 304 (18/8) kitchen sink with drain boardas per IS :13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required.
309	510 x 1040 bowl depth 250 mm
310	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.
311	32 mm dia
312	32 mm dia (for wash basin)
313	40 mm dia (for sink and urinal)
314	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/l.
315	Mirrors of 6 mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3 mm ply wood board and C.P. hinges to fix with mirror.
316	600mm x 450mm size
317	Providing and fixing terminal guard 100 mm dia Sand cast iron S&S as per IS - 1729
318	Cutting chhajja or corince for laying G.I. pipe and restoring the same with R.C.C. (1:2:4) brick work in cement mortor (1:4) and cement plaster (1:4) as per specification and direction of Engineer-in-charge.
319	Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/l.
320	125 mm thick wall
321	250 mm thick wall
322	Providing and fixing male ended 15 mm dia brass bib cock of approved quality (Wt. not less than 350 gms.)with extra socket all complete as per specification and direction of Engineer-in-charge.
323	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/l.
324	Glass Self with CP brass Fitting
325	600 x 125 mm Glass Self complete
326	Providing & fixing vitreous china toilet paper holder.
327	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/l.
328	CP brass Towel rail with bracket container
329	20 mm x 600 mm
330	Towel Rail
331	Glass Self
332	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/l.
333	CP brass liquid soap container
334	Soil, Waste, Vent and Rain Water pipes and fittings
335	Providing and fixing un plasticized - PVC pipe clips of approved design to un plasticized - Rigid PVC rain water pipes by means of 50x50x50 mm hard wood plug screwed with MS 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.
336	110 mm
337	Providing and fixing on wall face un plasticized - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single socketed pipes
338	75 mm dia
339	110 mm dia
340	Providing and fixing on wall face un plasticized - PVC molded fittings / accessories for un plasticized - 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.
341	Single Tee without door
342	75 x 75 x 75 mm
343	110 x 110 x 110 mm
344	Coupler
345	110 mm bend
346	Bend 87.5o
347	75 mm bend
348	110 mm bend
349	Providing and fixing un plasticized - PVC pipe clips of approved design to un plasticized - Rigid PVC rain water pipes by means of 50x50x50 mm hard wood plug screwed with MS 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.
350	75 mm
351	110 mm
352	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
353	Making Khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) over PVC sheet 1 m x 1 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 comple.
354	Water Supply pipes and fittings
355	Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge.
356	Concealed work including cutting chase and making good the wall etc.
357	15mm nominal outer dia pipes
358	20mm nominal outer dia pipes
359	25mm nominal outer dia pipes
360	32mm nominal outer dia pipes
361	Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge.
362	Internal work exposed on wall
363	15mm nominal outer dia pipes
364	20mm nominal outer dia pipes
365	25mm nominal outer dia pipes
366	32mm nominal outer dia pipes
367	40mm nominal outer dia pipes
368	50mm nominal outer dia pipes
369	Providing, fixing G. I. pipes complete with G. I. fittings and clamps including cutting and making good the walls etc. (internal work) - (Exposed on wall)
370	50mm dia nominal bore
371	Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work.
372	50mm dia nominal bore
373	Providing & fixing gun metal full way valve of approved quality, all complete as per specification and direction of Engineer-in- charge.
374	15 mm dia and weight not less than 300 gms
375	20 mm dia and weight not less than 400 gms
376	25 mm dia and weight not less than 500 gms
377	32 mm dia and weight not less than 700 gms
378	40 mm dia and weight not less than 1000 gms
379	50 mm dia and weight not less than 1500 gms
380	65 mm nominal bore
381	80 mm nominal bore
382	Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
383	50 mm nominal bore, 242 mm long, weighing not less than 1240 gms
384	Providing and fixing uplasticised PVC connection pipe with brass unions :
385	45 cm length
386	15 mm nominal bore
387	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
388	100 mm inlet and 100 mm outlet
389	Sand cast iron S&S as per IS: 3989
390	Providing & fixing 15 mm dia and 45 cm long PVC connection pipe with heavy qualiti brass coupling at both ends etc all complete as per specification and direction of Engineer-in- charge.
391	Providing & fixing 100 mm dia C.P brass shower rose with 15 mm inlet etc all complete as per specification and direction of Engineer-in- charge.
392	Providing & fixing 15 mm nominal bore CP brass bib cock of approved quality conforming to IS 8931.
393	Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
394	Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed) of standard design and of approved make conforming to IS : 8931.
395	Providing & fixing 15 mm nominal bore C.P brassangle valve for basin mixer and geyser points of approved quality conforming to IS 8931.
396	Providing and fixing circular type PTMT grating of approved quality and colour.
397	125 mm nominal dia with 25 mm waste hole
398	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fitting and base support for tank. (Rs 11.00/Lt)
399	30000 litres capacity
400	External Water Supply System
401	Providing, fixing G.I. pipes complete with all required G.I. fittings including trenching and refilling etc. (external work)
402	65 mm. dia nominal bore
403	Painting G.I. Pipes & fittings with two coats of anti-corrosive bitumastic paint of approved quality
404	65 mm. dia nominal bore
405	Providing and filling sand of grading zone V or coarser grade all around the G.I. pipes in external work.
406	65 mm. dia nominal bore
407	Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
408	65 mm nominal bore
409	Supply material and labour for construction of 600 x 600 x 900 mm stop cock chamber of brick masonary with 125 mm thick work for desination 75 B in cement mortar (1:6) with 12 mm thick cement plaster in C.M. (1:6) on inside only having 50 mm thick RCC cover having 12 mm dia lifting ringa two nos stop cocks chamber will rest over 80 mm thick PCC (1:3:6) over one brick flat soaling, including cost of earthwork, all complete job as per approved design and as per specification and direction of Engineer-in- charge.
410	External Sewerage System
411	Excavating trenches by mechanical / manual means of required width for pipes, cable etc including excavation for sockets and dressing of sides, ramming of bottoms for all depth in all kind of soil including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.
412	Pipes 80 mm to 300 mm diameter
413	Equal to length of pipe
414	Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc. complete.
415	150 mm. dia. RCC Pipes
416	Providing and laying in position cement concrete excluding the cost of centering and shuttering. (in all type of work up to plinth level) by 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
417	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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
418	Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg).
419	Inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg).
420	Extra for depth for manhole with F.P.S. bricks
421	size 90 X 80 cm
422	size 1.2m X 90 cm
423	Providing M.S. foot rests including fixing in manholes with 202010 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : with 20 x 20 mm square bar.
424	Supplying materials and labours for constructing, inspection chamber of designation class 75B bricks size 750mm deep, 600 x 450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475mm G.l. Cover with frame (weight not less than 36 kg) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/l.
425	Providing and fixing square mouth S.W. Gully trap grade `A' complete with C.I. grating brick masonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design.
426	100 x 100mm. size P type
427	180 x 150 mm. size P type
428	Fire Fighting Works
429	Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)
430	Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS:1520
431	Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325.
432	M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.
433	Suitable cement concrete foundation duly plastered and with anti vibration pads.
434	900 lpm, Head : 35 meter
435	Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coal tar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.
436	80 mm dia
437	100 mm dia
438	Providing, laying, testing & commissioning of 'B' class medium duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/ support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
439	80 mm Dia
440	100 mm Dia
441	Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal /Stainless Steel cap and chain as required.
442	Single headed Gun Metal
443	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required.
444	100 mm Dia
445	Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required.
446	100 mm Dia
447	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required.
448	100 mm Dia
449	Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.
450	100 mm Dia
451	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.
452	Gun Metal
453	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.
454	20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585
455	20 mm nominal internal dia gun metal globe valve & nozzle.
456	Drum and brackets for fixing the equipment on wall.
457	Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.
458	30 Meter
459	Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required.
460	Gun Metal
461	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as required for suitable dia MS pipe connection conforming to IS 904 as required.
462	2 way-100 mm dia M.S. Pipe
463	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 painting with synthetic enamel paint of approved shade as required.
464	Constructing brick masonry chamber 900 x 900 x 1000 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
465	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fitting and base support for tank.
466	25000 litres capacity
467	Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade on wall surface clamped with 1 mm saddle of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
468	16 sqmm 4 core
469	Schedule of Quantity for Manual Operated Fire Alarm system
470	Supplying, installing, testing and commissioning of intelligent addressable sounder complete as required.
471	Supplying, installing, testing and commissioning of addressable manual call point complete as required.
472	Supplying, installing, testing and commissioning of addressable horn cum strobe complete as required.
473	Supplying, installing, testing and commissioning of fire fighter telephone handset complete as required.
474	Supplying, installing, testing and commissioning of main control and indicating panel, made out of 16 SWG MS sheet to accommodate following items duly powder coated in approved colour with louvers for ventilations, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system, including connections, interconnections etc complete as required.
475	250 watt amplifier racks suitable for operation on 230 V AC / 24 V DC supply conforming to IEC -268-3 complete with all accessories as required – 2 Nos (1 working and 1 standby)
476	Talk back master station LED PTT (Press to Talk) push button for operation on 230 V AC / 24 V DC supply conforming to IEC -268-3 simplex mode of operation / communication suitable for 20 Nos talk back unit – 1 set.
477	Announcement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc complete as required – 1 set.
478	Amplifier change over switch for interchanging amplifier – 1 No.
479	Monitor panel for loud speaker complete with output selector, ON/OFF switch, fuse, visual indications etc complete as required – 1 No
480	Gooseneck microphone with stand and ON/OFF switch – 1 No
481	Main ON/OFF switch fuse indication lamps, DC and AC voltmeter & ammeters, terminal blocks etc complete as required – 1 set
482	Battery charger trickle cum boost to take complete load of fire alarm Public Address System complete with all accessories including providing and fixing of 2 nos 12 volts 60 AH each sealed maintenance free batteries – 1 set
483	10-Zone panel for fire alarm system
484	Providing and fixing of following sizes of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required :
485	25 mm.
486	32 mm.
487	40 mm.
488	50 mm.
489	Supplying and drawing following sizes of FRLS PVC insulatedcopper conductor single core cable in the existing surface/ recessed steel / PVC conduit as required.
490	2 x 1.5 Sqmm
491	Horticulture and Landscaping Work
492	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
493	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
494	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
495	Screened through sieve of I.S. designation 16 mm
496	Rough dressing the trenched ground including breaking clods.
497	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
498	Fine dressing of the ground.
499	Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level andramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-charge.
500	Providing and stacking of Pterospermum acerifolium (Kanak Champa) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge

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Tender For Construction Of Hostel At G.L.A. College, Medininagar, Palamu Under Nilambar Pitambar University, Palamu, Daltonganj-Jharkhand

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Tender For Construction Of Hostel At G.L.A. College, Medininagar, Palamu Under Nilambar Pitambar University, Palamu, Daltonganj-Jharkhand

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