Tender For Construction Of 02 Unit Non-Residential Fire Station At S.E.Z., Industrial Area, Moradabad, Moradabad-Uttar Pradesh

TDR : 49362729

Tender Notice
BOQ

Expired

Moradabad , Uttar Pradesh

Tender Brief : Tender For Construction Of 02 Unit Non-Residential Fire Station At S.E.Z., Industrial Area, Moradabad

Document Fees
₹ 7080 /-

EMD
₹ 616000.0 /-

Tender Value
₹ 3.08 Crore /-

Submission Date
25-06-2025

Competition Type
Indian

Bidding Type
Tender

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1	A- Civil Work
2	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
3	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5	Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
6	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
7	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).bands
8	Ground Floor
9	First Floor
10	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). slab
11	Ground Floor
12	First Floor
13	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).beams
14	Ground Floor
15	First Floor
16	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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
17	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
18	Ground Floor
19	First Floor
20	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.
21	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
22	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
23	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand) Above plinth level upto floor V level.
24	Ground Floor
25	First Floor
26	Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
27	Ground Floor
28	First Floor
29	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
30	Ground Floor
31	First Floor
32	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
33	15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
34	Ground Floor
35	First Floor
36	12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
37	Ground Floor
38	First Floor
39	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
40	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. 40 mm thick with 20 mm nominal size stone aggregate
41	Ground Floor
42	First Floor
43	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement 18 mm thick
44	Ground Floor
45	First Floor
46	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm
47	Ground Floor
48	First Floor
49	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
50	Ground Floor
51	First Floor
52	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) : (11.26.1) 25 mm thick
53	Ground Floor
54	First Floor
55	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.
56	Ground Floor
57	First Floor
58	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
59	Ground Floor
60	First Floor
61	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. 40 mm thick with 20 mm nominal size stone aggregate
62	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.
63	a) Single leaf35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
64	b) double leaf35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws + Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
65	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.
66	Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
67	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
68	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
69	Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
70	Distempering with 1st quality acrylic distemper (ready mixed) having VO content less than 50 gram/litre, of approved manufacturer and of require shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including wate thinnable priming coat with cement primer having VOC conter less than 50 gram/litre
71	Ground Floor
72	First Floor
73	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm).
74	Ground Floor
75	First Floor
76	Distempering with 1st quality acrylic distemper (ready mixed) having VO content less than 50 gram/litre, of approved manufacturer and of require shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including wate thinnable priming coat with cement primer having VOC conter less than 50 gram/litre
77	Ground Floor
78	First Floor
79	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.
80	Ground Floor
81	First Floor
82	Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
83	Providing & fixing stainless steel 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. (a) 300mm x 16mm
84	P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc.
85	250 mm x 10mm
86	Providing & fixing stainless steeldoorhandleswith screwsand 150mm long.SI marked
87	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:(a) 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.(b) 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 IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) 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. (d) 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 Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) 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 : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
88	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
89	Finishing with Deluxe Multi surface paint system for interiors and exteriorsusing Primer as per manufacturers specificationsPainting wood work with Deluxe Multi Surface Paint of requiredshade. Two or more coat applied @ 0.90 ltr/10 sqm over anunder coat of primer applied @0.75 ltr/10 sqm of approvedbrand and manufacture
90	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
91	Construction of drain of size of size 150 x 150 mm along with apron including excavation,base concrete 1:4:8 in thickness of 7.5cm of and brick work in foundation 1:4( 1 cement : 4 coarse sand) and brickwork in half brick thick in foundation 25mm thick cement concrete (1:2:4 mix) flooring base and 20mm thick plaster (1:2) finished with neat cement. (Analysis)
92	Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
93	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
94	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.).
95	Centering and shuttering including strutting, propping etc. and removal of form work for :
96	Suspended floors, roofs, landings, balconies and accessplatform
97	Lintels, beams, plinth beams, girders, bressumers and cantilevers
98	Foundations, footings, bases of columns, etc. for mass concrete
99	Columns, Pillars, Piers, Abutments, Posts and Struts
100	B- Sanitary fixturs & Accessories
101	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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
102	Providing and fixing white vitreous china pedestal type water closet ( European type W.C. pan ) with seat and lid, 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:W.C. pan with ISI marked white solid plastic seat and lid.
103	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 a)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap.
104	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board of size 510x1040x200mm
105	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Felxible pipe b) 40mm dia
106	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
107	Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.15mm nominal bore
108	Providing and fixing CP Brass 32 mm sizeBottal Trap of approved quality & make and as per thedirection of Enginer-in-charge.
109	Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms.
110	Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms
111	C- Soil Waste & Vent Pipes and Fittings
112	Providing and fixing ofupvc SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete.including excavation & trenches etc complete. a) 110mm diameter
113	Haunching of SWR pipe 90mm or 110mm with pcc 1:5:10 cement concrete ( 1 cement:2 coarse sand:4 stone grit) ch-25 item no.2
114	Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.(ch-23 sec 34)
115	Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.(ch-23 item no.38)
116	Size 75/90 mm
117	Size 110 mm
118	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 PVC sheet 1m 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,punning,rounding the edges and making and finishing the outlet complete.a) 110mm
119	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
120	D- Water Supply Pipes and Fittings
121	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m 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. Internal work-Exposed on wall
122	20mm dia nominal outer dia pipes
123	25mm dia nominal outer dia pipes
124	32mm dia nominal outer dia pipes
125	40mm dia nominal outer dia pipes
126	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.
127	16mm dia nominal outer dia pipes
128	20mm dia nominal outer dia pipes
129	32mm dia nominal outer dia pipes
130	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 45 cm length i) 15mm nominal bore
131	Providing & fixing CP brass bib cock of approved quality conforming to IS 893115mm nominal bore
132	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore
133	Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 15mm nominal bore
134	Providing and fixing gun metal gate valve with wheel of approved quality(screwed end)..
135	25mm dia nominal bore
136	32mm dia nominal bore
137	40mm dia nominal bore
138	Providing and fixing gun metal gate valve with wheel of approved quality. a) 20 mm dia nominal bore
139	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore
140	Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. For 500 litres
141	E- Internal Sewerage System
142	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
143	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 900x800mm and 500mm deep including CI cover with frame
144	With FPS bricks of class designation 75
145	Extra for depth of man hole size 900x800mm
146	Providing M.S. foot rests including fixing in manholes with20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) as perstandard design With 20x20 mm square bar
147	Providing and fixing of UPVC SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete including excavtion trenches etc comp.
148	110mm diameter
149	160mm diameter
150	Haunching of SWR pipe 90mm or 110mm or 160mm with pcc 1:5:10 cement concrete ( 1 cement:2 coarse sand:4 stone grit) AR
151	F- Internal Electrification (Part-A)
152	Wiring for light point/fan point/exhaust fan point/call bell pointwith 1.5 sqmm FR PVC insulatedcopper conductor single core cable in surface / recessed PVC conduit,with 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. Group A
153	Wiring for twin control light point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/ recessed 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.
154	Wiring forcircuit / submain wiring alongwith earth wire withthe following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.
155	2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire
156	2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire
157	2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
158	4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire
159	Supply 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 : 20 mm.
160	Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 pair
161	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 conduit as required.
162	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
163	Telephone socket outlet
164	TV Antenna socket outlet
165	Supplying and fixing metal box of following size (nominal size) on surface or recess with suitable size of phenolic laminated sheet cover in fromt including paintingetc. as required.75 mm x 75 mm x 60 mm deep
166	Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75 mmX75 mm)
167	Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
168	Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connection, painting etc. as required.
169	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.
170	Supplying and fixing followingway, three pole and neutral, sheet steel, TP MCB distribution board, 415 volts,on surface /recess,completewithtinnedcopper busbar, neutral busbar, earth bar, din bar,detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).4 way (4 + 12), Double door, horizontal type
171	Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C\" series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. single pole
172	Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required.
173	Supplying and fixing20 amps, 240 volts, SPN,industrial type socket outlet, with 2 poles and earth metal enclosedplug top alongwith 20 amps. \"C\" series, SP MCB in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required.
174	Supplying and fixing following rating,four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps.
175	Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
176	Installation of exhaust fanupto 450 mm sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connections, testing, commissioning etc. as required.
177	Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes.
178	Supplying and fixing of call bell/buzzer suitablefor DC/ACsingle phase, 230 volts, complete as required.
179	Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure withcover plate having locking arrangement and watering pipe 2.7 m long etc, with charcoal/coke and salt as required.
180	Earthing withGI earth pipe4.5 mtr long, 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc, with coke and salt as required.
181	Supplying and laying25 mm x 5 mm. G.I. strip at 0.50 M. below ground as strip earth electrode, including connection and terminating with nut, bolt, spring, washer etc as required (jointing shall be done by overlapping and with 2 sets of brass nut bolt and spring washer spaced at 50 mm).
182	Providing and fixing 6 SWG dia G.I. wire onsurfaceorin recessfor loop earthing as required.
183	Providing and fixing of circular / hexazonal cast ironor MS sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick MS sheetwith it top surface hacked for proer bonding, top lid shall be screwed into the cost iron/MS sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shal be made of 12 mm dia MS bar bent to shape as per standard drawing.(civil)
184	Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronfrontsideas required.
185	Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm dia
186	G- Internal Electrification (Part-B)
187	Add for Invertor Wiring in wiring Point for light/Fan/Plug with 1.5 mm Cu Wire
188	S/F of single light wall bracket (Cat-AAA) on matching M.D.F.E.G. board base etc. complete in all respects. Category AA
189	S/F of recess/surface/pendent mounted 6 to 8 watt LED down lighter having powder coated die cast aluminium housing with heat sink, diffuser / reflectorand driver set complete in all respectCategory AAA
190	S/F of LED Tube Light with batten suitable for up to 1x22 watt LED tube light fitting including tube on surface complete in all respect.
191	Category AAA1 X 22 W
192	2 X 22 W
193	Supply of ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS : 374/79 and also comply with IS:1709/1984 with latest amendment the rated voltage 220/240 volts, 50 HZ single phase AC, the fan assembled should consists of down rod, blades, shackle canopies etc and with double ball bearing system. DSR(E&M) BEE 5 star rating - 1200 mm sweep
194	Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6 sqmm cables, including tapping with insulating tape,etc. complete in allrespects.
195	Supply & fixing of electronic Fan regulator (Modular), 120-280 V, ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer of work.
196	Supply and laying of ISI marked aluminum conductor PVC / XLPE insulated armoured, served, sheathed cable 1100volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm 3 1/2core
197	Supply and fixing brass nickel plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor. 50 sqmm 3 1/2core
198	Supply & fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge. 50 sq.mm.
199	Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 600x480x200 mm. size
200	Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work. 600x480x200 mm. size
201	Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB’s (Four Pole 36 KA with thermal magnatic release) Switches complete and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA, P.F, KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB’s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A & B only. All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports.The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.The minimum clearances between bus bars shall be as follows : Phase to phase - minimum 20mm Phase to neutral-minimum 15mm Cubical Panel Board ( MCCB Type) Main L.T. Panel (Meter Panel Board) Incoming : One (1)No.400Amp. MCCB-1No. Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. One (1) Set of Phase Indication Lamp. Bus Bar : One (1) No.200 A, TPN aluminimum bus bar of suitable length. Outgoing : Phase indication lamps on each outgoing to be provided.200 Amp. MCCB- 2 No.100 Amp MCCB-1 NO63 Amp. MCCB- 1 No. Or outgoing as per site requirment(AS/SLD)
202	Supply and laying of 1800 mm x 900 mm x 12 mm thick chequered rubber matting of tested quality.
203	Supply and fixing 200 AMPfour pole Moulded case type on load change over switch with enclosure(also suitable for panel mounting with extra cost of bus bar) including the cost of labour, T & P , painting and other material required for proper completion of the work as per direction and satisfaction of Engineer in charge.
204	Supply and fixingofsingle phase multifunctional electronic energy meter 10 to 60 Amp. capacity fitted in integral box on wall complete in all respect.
205	Supplyof AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required. 300mm sweep.
206	Supply,instalation,testing, commissioning of 3 phase,KWH Meter with LCD display, RS pot, Wired Communication system with current limiter switch & reset button. (Make:-L&T)
207	S/f of 10/20 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same
208	H- Fire Fighting Work
209	Supplying, Installation, Testing & Commissioning ofElectric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required:(Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal confirming to IS 1520. (b) Suitable HP Squirrel cage indution motor, TEFC type 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, confirming 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. 450 lpm at 35 m head
210	Providing, laying, testing & Commissioning of\"B\" class heavy duty MS pipe confirming to IS 1239 including welding, fittings like elbows,tee, flanges,tapers,nut bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required:
211	25 mm dia
212	80 mm dia
213	100 mm dia
214	Supplying & fixing single headed internal yard hydrant valve with instantaneousGunmetal/Stainless Steel coupling of63 mm dia with cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: Single headed Gunmetal
215	Supplying, fixing, testing & commission of butterfly valve ofPN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required: 100 mm dia
216	Providing, installation, testing and commission of non-return valve offollowing sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required: 100 mm dia
217	Supplying & fixing orifice plate made out of 6 mm thick stainless steel(grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required:
218	Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required: Gun Metal
219	Supplying & fixing First-aid hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type-2 as per IS:1258520 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipments on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. (30 m)
220	Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required. Gun Metal
221	Providing & fixing of pressure switch in M.S. pipe line including connection etc as required.
222	Supplying & fixing air vessel made out 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.
223	Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.PWD-2018
224	Supply & fixing of CO2 type fire extinguisher,6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.PWD-2018
225	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.(DSR-civil) Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia.
226	Supplying & fixing single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: Single headed Gunmetal
227	Supplying & fixing ofFire brigade connection of cast iron body with gun metal male instantaneous inlet coupling complete with cap and chain as required. for suitable dia MS pipe connection conforming to IS 904 as required: 2 way-100 mm dia M.S. Pipe
228	I- External Sewerage Works-I
229	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
230	Providing and fixing ofUPVC SWR ring fit pipe of class B of ISI mark Confirming to IS code 13592 (make prince, supreme finolex) in internal works of toilet and RWP etc. including fixing with rubber rings etc. including cost of all material, labour etc. complete.b) 160mm diameter
231	Haunching of SWR pipe 90mm or 110mm or 160mm with pcc 1:5:10 cement concrete ( 1 cement:5 coarse sand:10 stone grit) AR
232	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design,Inside size 900x800mm and 500mm deep including CI cover with frame
233	With FPS bricks of class designation 150
234	Extra for depth of man hole size 900x800mm
235	Inside size 900x1200 mmm & 1.0 meter deep including C.I. cover with frame
236	Extra for depth of man hole size 900x1200mm
237	Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
238	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
239	J- EXTERNAL WATER SUPPLY SYSTEM
240	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
241	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement trenches,refiling and testing of joints complete as per direction of e/ i external work
242	32mm nominal bore.
243	40mm nominal bore.
244	Hanching of CPVC pipe with PCC 1:2:4( 1 cement: 2 coarse sand: 4 stone grit) of cross section 200 x 200 mm concrete
245	Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
246	32mm
247	40mm
248	Constructing masonry Chamber brick work with common burnt clay F.P.S.(non modular) bricks of class designation 150in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) ,i/c 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. 60x60x75 cm inside
249	Provding and fixing gun metal non return valve of approved quality (screwed end)80 mm nominal bore a) Horizontal
250	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm dia nominal bore
251	K- Tubewell Works
252	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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All Types of Soil 350 mm dia
253	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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders 350 mm dia
254	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm
255	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia
256	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. Around Pipe (3.140.150.15*120.00)
257	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.(3.143.503.50*0.30)
258	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 & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
259	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: 150 mm dia
260	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 & nuts of required size complete. 150 mm dia
261	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). 150 mm dia
262	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.80 mm dia nominal bore
263	Supplying and drawing following sizes of FRLS PVC insulatedcopper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm
264	Supplyof Submersibule pump with control panel, support wire etc. complete 7.5 H.P. (KSB / EQ.)
265	L- Pump Room
266	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
267	Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
268	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
269	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
270	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).bands Ground Floor
271	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). slab Ground Floor
272	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.
273	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand) Above plinth level upto floor V level.
274	Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
275	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:(a) 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.(b) 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 IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) 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.(d) 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 Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) 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 : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
276	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
277	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
278	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.
279	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.Hold fast
280	Providing & fixing of door / windows grill.
281	Z-Section steel windows
282	Fabrication and supply of T-iron 35x35x5mm doo/window chaukhat frame i
283	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Ground Floor
284	15 mm thick plinth plaster [1 cement : 4 coarse sand]
285	15 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
286	12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
287	Making grooves 10 to 12mmwide x 8 mm deep inplaster of the walls or in ceiling vertically or horizontally as required.
288	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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
289	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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
290	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement 18 mm thick
291	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
292	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm).
293	Distempering with 1st quality acrylic distemper (ready mixed) having VO content less than 50 gram/litre, of approved manufacturer and of require shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including wate thinnable priming coat with cement primer having VOC conter less than 50 gram/litre
294	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
295	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick
296	Providing & fixing Stainless steel 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. (a) 250mm x 16mm .
297	Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 250 mm x 10mm
298	Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm
299	Centering and shuttering including strutting, propping etc. and removal of form work for :
300	Suspended floors, roofs, landings, balconies and accessplatform
301	Lintels, beams, plinth beams, girders, bressumers and cantilevers
302	M- Internal Electrification of Pump Room
303	Wiring for light point/fan point/exhaust fan point/call bell pointwith 1.5 sqmm FR PVC insulatedcopper conductor single core cable in surface / recessed PVC conduit,with 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. Group A
304	Wiring for twin control light point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/ recessed 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.
305	Wiring forcircuit / submain wiring alongwith earth wire withthe following sizes of PVC insulated,copper conductor single core cable in surface/ recessed PVC conduit as required.
306	2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. Earth wire
307	2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire
308	2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
309	Supply 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. 20 mm.
310	Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 pair
311	Supplying and fixing metal box of following size (nominal size) on surface or recess with suitable size of phenolic laminated sheet cover in fromt including paintingetc. as required. 75 mm x 75 mm x 60 mm deep
312	Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75 mmX75 mm)
313	Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
314	Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing3 pin 5/6 amps. modular socket outlet and 5/6 amps. modular switch, connection, painting etc. as required.
315	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.
316	Supplying and fixing followingway, three pole and neutral, sheet steel, TP MCB distribution board, 415 volts,on surface /recess,completewithtinnedcopper busbar, neutral busbar, earth bar, din bar,detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 6 way (4 + 18), Double door, horizontal type
317	Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C\" series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. single pole
318	Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required.
319	Supplying and fixing following rating,four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps.
320	Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
321	Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure withcover plate having locking arrangement and watering pipe 2.7 m long etc, with charcoal/coke and salt as required.
322	Supplying and laying25 mm x 5 mm. G.I. strip at 0.50 M. below ground as strip earth electrode, including connection and terminating with nut, bolt, spring, washer etc as required (jointing shall be done by overlapping and with 2 sets of brass nut bolt and spring washer spaced at 50 mm).
323	Providing and fixing 6 SWG dia G.I. wire onsurfaceorin recessfor loop earthing as required.
324	Providing and fixing of circular / hexazonal cast ironor MS sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick MS sheetwith it top surface hacked for proer bonding, top lid shall be screwed into the cost iron/MS sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shal be made of 12 mm dia MS bar bent to shape as per standard drawing.
325	Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm dia
326	S/F of single light wall bracket (Cat-AAA) on matching M.D.F.E.G. board base etc. complete in all respects. Category AA
327	S/F of recess/surface/pendent mounted 6 to 8 watt LED down lighter having powder coated die cast aluminium housing with heat sink, diffuser / reflectorand driver set complete in all respectCategory AAA
328	S/F of LED Tube Light with batten suitable for up to 1x22 watt LED tube light fitting including tube on surface complete in all respect.Category AAA
329	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, celling fan with Brush Less Direct Current (BLDC) Motor. Class of insulation: B, 3 Nos. blades, 30 cm long down rod, 2 Nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise = 75 degree C (max), insulation resistance more than 2 mega ohm, suitable for 230 V. 50 Hz, single phase AC Supply, earthing etc. complete as required. DSR-2022 (E & M)
330	Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6 sqmm cables, including tapping with insulating tape,etc. complete in allrespects.
331	S/F of sheet steel enclosure for DP / TP / FP MCB with neutral link and earth terminal.Cat-A
332	Supply & fixing of electronic Fan regulator (Modular), 120-280 V, ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer of work.
333	Supply and laying of ISI marked aluminum conductor PVC / XLPE insulated armoured, served, sheathed cable 1100volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sqmm 4 core
334	Supply and fixing brass nickel plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor. 10 sqmm 4core
335	Supply & fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm.
336	N- UGT
337	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
338	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
339	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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
340	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). slab
341	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
342	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
343	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).beams
344	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).bands
345	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
346	Mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work.
347	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
348	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
349	For vertical surface two coats @ 0.70 kg per sqm
350	For horizontal surface one coat @1.10 kg per sqm.
351	Centering and shuttering including strutting, propping etc. and removal of form work for :
352	Suspended floors, roofs, landings, balconies and accessplatform
353	Lintels, beams, plinth beams, girders, bressumers and cantilevers
354	Foundations, footings, bases of columns, etc. for mass concrete
355	Columns, Pillars, Piers, Abutments, Posts and Struts
356	O- Boundary Wall
357	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
358	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
359	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).bands
360	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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
361	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
362	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.
363	Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
364	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
365	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
366	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
367	12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
368	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm).
369	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.
370	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
371	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
372	Centering and shuttering including strutting, propping etc. and removal of form work for :
373	Lintels, beams, plinth beams, girders, bressumers and cantilevers
374	Foundations, footings, bases of columns, etc. for mass concrete
375	Columns, Pillars, Piers, Abutments, Posts and Struts
376	P- Gate (6.00 Mtr.)
377	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
378	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
379	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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
380	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Beams
381	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
382	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
383	12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
384	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm).
385	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
386	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
387	Centering and shuttering including strutting, propping etc. and removal of form work for :
388	Lintels, beams, plinth beams, girders, bressumers and cantilevers
389	Foundations, footings, bases of columns, etc. for mass concrete
390	Columns, Pillars, Piers, Abutments, Posts and Struts
391	Q- C.C. Road
392	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
393	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
394	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). slab
395	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
396	R- Drain & Culverts
397	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d
398	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
399	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.
400	12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
401	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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
402	S- M.S. Gate (4.60 Mtr. Wide)
403	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
404	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 20 mm nominal sizederived from natural sources
405	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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources
406	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 andreinforcement
407	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
408	12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
409	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 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).
410	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
411	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.
412	Centering and shuttering including strutting, propping etc. and removal of form work for :
413	Foundations, footings, bases of columns, etc. for mass concrete
414	Columns, Pillars, Piers, Abutments, Posts and Struts
415	T- Rain Water Harvesting (Part-A)
416	Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
417	In all kind of soil upto 1.5m depth
418	In all kind of soil upto 1.5m to 3.0m. depth
419	In all kind of soil upto 3.0m to 4.5m. depth
420	Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
421	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
422	Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases 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 20mm nominal size)
423	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tnsile steel bars.
424	15 mm cement plaster on rough side of single or half brick wall mix1:4 (1 cement : 4 coarse sand)
425	Centring and shuttering including struting , proping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
426	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
427	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
428	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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually.
429	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
430	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
431	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, 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.
432	Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
433	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.
434	External Pipe Networking System (Part-B)
435	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
436	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 900x800mm and 450mm deep including CI cover with frame
437	With FPS bricks of class designation 75
438	Extra for depth of man hole size 900x800mm
439	Providing and laying cement concrete 1:5:10 (1 cement:5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all around P.V.C./ S.W. /NP2 class (light duty) RCC pipes including bed conccrete as per standard design:150mm diameter
440	Providing and laying NonpressureNP2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete.150mm diameter
441	U- External Electrification Work (Cable)
442	Laying of one no. of PVC insulated and PVC seathead XL PE Power cable 1.1 kv grade of following size direct in ground including excavation sand cuhshioning and protective covering and refilling the trench etc as required .
443	25 sqmm3.5 core
444	10 sqmm 4.0 core
445	10 sqmm 2.0 core
446	6 sqmm 2.0 core
447	Supply and fixing with end termination of brass nickle plated compression gland and alluminium lugs for following size ofPVC insulated and armoured served sheathed, alluminium conductor cable of 1.1 kv grade as required.
448	25 sqmm3.5 core
449	10 sqmm 4.0 core
450	10 sqmm 2.0 core
451	6 sqmm 2.0 core
452	Earthing with GI of earth plate 600x 600x 6.0mm G.I. plate,including assesories and providing masonry enclosure with cover plate having locking arrengementvestically for earthing with its top at least2.7 meters below ground level complete with layers of charcoal/coke and salt at leat 150mm thick alround etc.
453	Supplying & Laying of 25mmx5mm G.I. Strip for earthing purpose as required complete in all respects.
454	Supply & fixing of two number 6 SWG G.I. wire for earthing purpose as required complete in all respects.
455	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
456	S/F of 400 Amp capacity TP&N DISCONNECTOR FUSE switch unit inside the existing panal board with ISI markedHRC fuse including drilling holes in cubicle panel making connectioncomplete with HRC fuse etc.on angle iron frame complete in all respects.
457	Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm Dia
458	Supply and erection of steel tubular pole 7.5 meters long designated 410 SP-6 in 1:3:6 cement concrete foundation including excavation, back filling etc. complete in all respects.
459	Supply and Fixing ofservice bracket of 50mm. Dia 4 meter long fabricated from class \"\"B\"\" G.I. pipe complete with two bend, socket, wall clamps. 7/3.15 mm G.I. stay wire, stay insulators etc..complete in all respects.
460	Supply and fixing of LED street light fitting having diecast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 65 protection complete in all respect.CAT AAA
461	S/F of 32A 240 V DP metal clad rewireable type switch fuse unit on M.D.F.E.G. board complete in all respects.
462	Painting of the pole with 2 coats of aluminium paint over red oxide primer complete in all respects.
463	Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN complete in all respect.
464	V- Septic Tank &Soak Pit
465	Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil.
466	In all kind of soil upto 1.5m depth
467	In all kind of soil upto 1.5m to 3.0m. depth
468	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources)
469	Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
470	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas,plain window sills, staircases and spiral stair cases,slab above plinth level up to floor five level, excluding the cost of ce
471	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
472	15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
473	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
474	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
475	Providing & fixing 75mm dia vent pipes.
476	Providing & fixing of 75mm dia cast iron terminal guard.
477	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
478	M.D. -10- Circular shape 500mm internal diameter
479	L.D. -2.5- Circular shape 450mm internal diameter
480	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
481	W- General Earth Filling
482	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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Tender For Construction Of 02 Unit Non-Residential Fire Station At S.E.Z., Industrial Area, Moradabad, Moradabad-Uttar Pradesh

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Tender For Construction Of 02 Unit Non-Residential Fire Station At S.E.Z., Industrial Area, Moradabad, Moradabad-Uttar Pradesh

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