Tender For Construction Of Administrative Building For Cyber Thana Distt. Deoria - Police Station Building (Civil Works 2 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Gett, Deoria-Uttar Pradesh

TDR : 47986859

Tender Notice
BOQ

Expired

Deoria , Uttar Pradesh

Tender Brief : Tender For Construction Of Administrative Building For Cyber Thana Distt. Deoria - Police Station Building (Civil Works 2 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Gett

Document Fees
₹ 17700 /-

EMD
₹ 513000.0 /-

Tender Value
₹ 2.56 Crore /-

Submission Date
07-03-2025

Competition Type
Indian

Bidding Type
Tender

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1	POLICE STATION BUILDING (civil Works
2	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil0 to 0.30 m
3	Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift.
4	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
6	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 derived from natural sources)
7	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
8	Centering and shuttering including strutting, propping etc. and removal of form for :
9	Foundations, footings, bases of columns, etc. for mass concrete
10	Lintels, beams, plinth beams, girders, bressumers and cantilevers
11	Columns, Pillars, Piers, Abutments, Posts and Struts
12	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 apiece of cloth lightly soaked in kerosene oil.
13	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:-(1)treatment for masonary & foundation 5 litres per sq.m.(2)back fill in immediate contract with foundation 7.5 litre per sq.m(3)treatment of top surface of plinth filling 5 liters per sq.m.(4)treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS Code).
14	Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
15	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
16	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).
17	Centering and shuttering including strutting, propping etc. and removal of form for :
18	Suspended floors, roofs, landings, balconies and access platform
19	Lintels, beams, plinth beams, girders, bressumers and cantilevers
20	Columns, Pillars, Piers, Abutments, Posts and Struts
21	Weather shade, Chajjas, corbels etc., including edges
22	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
23	Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
24	G.F.
25	F.F.
26	Terrace
27	Half brick masonary with common burnt clay ( non modular) bricks of class - 150in superstructure above plinth level up to floor V level Cement mortar 1:4 (1 cement :4 coarse sand)
28	G.F.
29	F.F.
30	Terrace
31	Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete. 250mm x 16mm .
32	Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 250mm x 10mm .
33	Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 150mm x 10mm .
34	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm
35	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 100 mm
36	Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete
37	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete.
38	Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
39	Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
40	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes
41	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
42	35 mm thick double leaves shutters
43	35 mm thick single leaf shutters
44	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
45	Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
46	1.0 mm thick
47	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
48	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.
49	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
50	Using M.S. angels 40x40x6 mm for diagonal braces
51	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
52	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.).
53	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
54	Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
55	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.
56	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.
57	(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 Engineerin- 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.
58	(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 :
59	With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
60	15 mm thick plaster with cement mortar in consisting of 1:6 cement. On rough surface of wall.
61	Ground Floor
62	First Floor
63	Mumty
64	12 mm thick plaster with cement mortar in consisting of 1:6 cement and approved coarse sand. On smooth surface of wall.
65	Ground Floor
66	First Floor
67	Mumty
68	6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
69	Ground Floor
70	First Floor
71	Mumty
72	15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
73	Add for groove in plastered surface or moulding to R.C.C. projections
74	Add for groove in plastered surface or moulding to R.C.C. projections
75	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/sgm including pointing the joints with white cement and matching pigment etc., complete.
76	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
77	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm
78	Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
79	Size of Tile 600x600 mm
80	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
81	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
82	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.
83	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
84	Granite of any colour and shade
85	Area of slab over 0.50 sqm
86	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement
87	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
88	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)
89	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.
90	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
91	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
92	Supplying and fillingwith O.B.B. Balast filing in sunken area
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	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth
95	Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
96	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 ACI- 212-3R-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.
97	For vertical surface two coats @ 0.70 kg per sqm
98	For horizontal surface one coat @1.10 kg per sqm.
99	Providing & fixing 12 mm thick frameless toughened glass door shutter of approved brand & manufacture, including providing & fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement, and making necessary holes etc for fixing required door fittiings all complete as per direction of engineer-in-charge (Door Handle, lock & stopper etc. to be paid seperately)
100	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness
101	Providing and fixing bright /matt finished Stainless Steel D Type handles of approved quality & make with necessary screws etc all complete. 600 mm long 25 mm dia
102	WATER SUPPLY AND SANITARY WORK
103	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, 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:
104	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
105	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:
106	W.C. pan with ISI marked white solid plastic seat and lid
107	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:
108	White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
109	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
110	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
111	Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
112	Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth
113	Granite stone of approved shade
114	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
115	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.
116	Flexible pipe
117	i) 32 mm dia
118	Providing and fixing PTMT Bottle Trap for Wash basin and sink.
119	Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.
120	Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.(sink & urinal)
121	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
122	Circular shape 450 mm dia
123	Providing and fixing toilet paper holder :
124	C.P. brass
125	Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work.
126	90 mm O.D.
127	110 mm O.D.
128	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
129	110 mm
130	Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735
131	90 mm size
132	110 mm size
133	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
134	Bend 87.5°
135	75 mm Shoe
136	110 mm Shoe
137	Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735
138	75x75x75 mm size
139	90x90x90 mm size
140	110x110x110 mm size
141	Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735
142	75 mm size
143	90 mm size
144	110 mm size
145	Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735
146	75 mm size
147	90 mm size
148	110 mm size
149	Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735
150	90 mm size
151	110 mm size
152	Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali.
153	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms.
154	Providing & fixingPTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms
155	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall
156	20 mm nominal outer dia pipes
157	25 mm nominal outer dia pipes
158	32 mm nominal outer dia pipes
159	40 mm nominal outer dia pipes
160	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 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
161	15 mm nominal outer dia pipes
162	20 mm nominal outer dia pipes
163	25 mm nominal outer dia Pipes
164	Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends)
165	25mm dia, nominal bore
166	32 mm dia, nominal bore
167	40 mm dia, nominal bore
168	50 mm dia, nominal bore
169	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 :
170	25 to 40 mm nominal bore
171	50 to 80 mm nominal bore
172	Providing and fixing uplasticised PVC connection pipe with brass unions :
173	45 cm length
174	15 mm nominal bore
175	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diameter
176	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls)
177	20 mm nominal outer dia pipes
178	25 mm nominal outer dia pipes
179	32 mm nominal outer dia pipes
180	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
181	20 mm nominal bore
182	25 mm nominal bore
183	Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931
184	15mm nominal bore
185	Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore.
186	15 mm nominal bore
187	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
188	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m :
189	Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.
190	Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work.
191	110 mm O.D.
192	160 mm O.D.
193	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
194	110/100 mm diameter pipe
195	160/150 mm diameter pipe
196	Supply and fixing of UPVC S.W. R. Gully trap confirming to IS - 14735 size 150x110 mm dia of self cleaning design including fixed brick Masonary chamber 250x250x250mm Size i/ c supply and fixing of CI cover with frame weight not less then 4.50Kg. & CI grating 150x150mm complete in all respects.
197	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design :
198	(a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame.
199	(b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame.
200	ELECTRICAL WORK
201	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
202	Group C
203	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
204	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
205	Submains :
206	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
207	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
208	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
209	2 X 6 sq. mm + 1 X 6 sq. mm earth wire
210	4 X 6 sq. mm + 2 X 6 sq. mm earth wire
211	4 X 10 sq. mm + 2 X 6 sq. mm earth wire
212	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
213	20 mm
214	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
215	5/6 A switch
216	3 pin 5/6 A socket outlet
217	Supplying and fixing Telephone socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
218	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
219	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
220	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
221	1 or 2 Module (75mmX75mm)
222	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
223	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
224	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
225	Upto 450 mm sweep
226	Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes.
227	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.
228	2 Pair
229	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
230	Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
231	1 run of cable
232	Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \"C\" curve including connections, painting etc. as required. (for A.C. Point/MCB Point)
233	Supplying and fixing PVC batten/ angle holder including connections etc. as required.
234	MCB\"s & DB’s :
235	Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
236	4 way (4 + 12), Double door
237	6 way (4 + 18), Double door
238	8 way (4 + 24), Double door
239	Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
240	4 way (4 + 12), Double door
241	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
242	Single pole
243	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
244	Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
245	100 A,30KA,FPMCCB
246	Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A
247	Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A
248	Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A
249	Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A
250	ELCB/RCCB Switches :
251	Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
252	40 A
253	63 A
254	Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
255	Earthing Work :
256	Supply and burying of Safe Earthing Electrod T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mmx3.2mm, inner pipe 26.9mm x 2.6 mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCm) having anti corrosive& conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board,cost of 25x3 G.I. Strip will be extra) Make : As approved in U.P.P.W.D. & C.P.R.I. Certified.
257	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
258	Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required.
259	100 mm dia
260	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling 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.
261	L.T. Switch Panel Board :
262	Supply& Erracetionof factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreise 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.
263	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 alumininum busbars as per IS8623 or above insulated with heat shrink sleeving and mounted on non gyroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides.
264	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 1.6mm/2mm.Cubicletype switchboard shall be of cat A & B Only. CAT. B Cubicle Type
265	Power Panel :
266	Incoming -
267	200 Amp MCCB - 1 No.
268	Outgoing -
269	40 Amp 4P MCCB - 4 Nos.
270	63 Amp 4P MCCB - 2 No.
271	63 Amp 4P MCCB - 1 No.
272	(Complete as per requirment directed by Project Manager.)
273	Lighting Fixtures (Lights/Fans) :
274	Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.CAT. - AAA
275	Supply & fixing of IP 20, Frount Mid Power SMD type LED LightSurface mounting round 15 to 18 Watt Cut out Min 150 mm, Height Min 40mm/ Led Down Lighter having Powder coated die cast aluminium housing with heat sink , diffuser /reflector and driver set complete in all respect.CAT. - AAA
276	Supply & fixing of IP 20, Frount Mid Power SMD type LED LightSurface mounting round 15 to 18 Watt Cut out Min 150 mm, Height Min 40mm/ Led Down Lighter having Powder coated die cast aluminium housing with heat sink , diffuser /reflector and driver set complete in all respect.CAT. - AAA
277	Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect. CAT. - AAA
278	Supply and Laying of 180090012mm thick chequerd rubber matting of tested quality. complete in all respect. as per I.E. Rules.
279	Armoured Cables (Cable/Gland/Lug) :
280	Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size
281	size 6 sq mm x 2 core
282	size 70 sq mm x 3-1/2core
283	Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.
284	2 X 6 sq. mm (19mm)
285	3½ X 70 sq. mm (32mm)
286	Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K / Lumens - 900 lm) cool day light, Input Volts (AC 90V-260V), 3-Star rating suitable for Batten/Angle holder including making connection.Complete in all respect.
287	Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect.
288	Supply & fixing of 300mm sweep ventilating (Medium Heavy Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Double ball bearing /Copper motor /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 70/85 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Speed : 900/1400 RPM. Complete in all respect.
289	Supply & fixing of 400mm sweep wall mounted (Light Duty) fan complete with Plastic Blade & Pull Cord (Adjustable upward and downward tilt mechanism /motor /capacitor etc.) Oscillation degree - 90, Power consumption : 60 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Speed : 1350 RPM. Complete in all respect.
290	Supply & Fixing of LAN socket outlet modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc. Complete in all respect.
291	Supply and fixing of 600 mm long cross arm of 50 mm x 50 mm x 6 mm mild steel angle iron with necessary clamps, bolts, nuts etc. on wall Complete in all respect.
292	Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with driver set suitable for 100 to 120 Watt. Confirming to IP 65 Protection complete in all respects. CAT AAA
293	FIRE FIGHTING & FIRE ALARM SYSTEM
294	Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System)and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications.
295	Two Loop
296	Supplying, installation, testing & commissioningof intelligent analog addressable photothermal (Smoke) detector complete with mounting base complete as required.
297	Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required.
298	Supplying, installation, testing & commissioning of fault isolator complete with base as required.
299	Supplying, installation, testing & commissioning of intelligent addressable thermal detectorwith rate of rise cum fixed tempreature thermistor complete with base as required.
300	Supplying, installation, testing & commissioning of addressable fire control module complete as required.
301	Supplying, installation, testing & commissioning of addressable manual call point complete as required.
302	Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.
303	Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.
304	Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required.
305	Fire Pump Set :
306	Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required : Terrace Pump
307	Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520
308	Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-\"F\" insulation, conforming to IS-325.
309	M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.
310	Suitable cement concrete foundation duly plastered and with anti vibration pads.
311	450 lpm at 35 m Head
312	Pipes & Accessories :
313	Providing, laying, testing & commissioning of \"C\" class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
314	80 mm dia
315	100 mm dia
316	Supplying and fixing single headed Internal Hydrant Valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :
317	Single headed Stainless steel
318	Supplying, fixing, testing and commissioning of Butterfly Valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
319	80 mm dia
320	100 mm dia
321	Supplying and fixing Orifice Plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
322	Providing, installation, testing and commissioning of Non-Return Valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :
323	80 mm dia
324	100 mm dia
325	Providing, installation, testing and commissioning of stainless steel Y-Strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.
326	100 mm dia
327	Supplying and fixing 63 mm dia, 15 m long RRL Hose Pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :
328	Stainless Steel (Grade 304)
329	Supplying and fixing First-Aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.
330	30 m
331	Supplying & fixing 63 mm dia gun metal short Branch Pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :
332	Stainless Steel (Grade 304)
333	Supplying and fixing of Fire Brigade Connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :
334	2 way - 100 mm dia M.S. Pipe
335	Supplying and fixing Air Vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required.
336	Providing & fixing of Pressure Switch in M.S. pipe line including connection etc. as required.
337	Earthing Work :
338	Supply and burying of Safe Earthing Electrod T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mmx3.2mm, inner pipe 26.9mm x 2.6 mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCm) having anti corrosive& conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board,cost of 25x3 G.I. Strip will be extra) Make : As approved in U.P.P.W.D. & C.P.R.I. Certified.
339	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
340	Armoured Cables (Cable/Gland/Lug) :
341	Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size
342	size 25 sq mm x 3-1/2core
343	Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.
344	3½ X 25 sq. mm (28mm)
345	Fire Extinguishers :
346	Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
347	Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
348	Fire Sand Bucket :
349	Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge.
350	Supply and Laying of 180090012mm thick chequerd rubber matting of tested quality. complete in all respect. as per I.E. Rules
351	Providing & fixing carbon steel Fire Man Axe with rubber insulated handle tested to 20000 volts.
352	Providing and Fixing of Self illuminated /Auto Glow Exit Signs printed on photo-luminescent sheet containing self illuminated base chemical,of appropriate size not less than 400x150mm,suspended from ceilling or fixed to the walls with accessories as riquired and as directed at site.
353	Providing & fixing dial type (150 mm dia) Pressure Gauge with isolation ball valve suitable for working pressure of 250 PSI cost shall be of inclusive of providing any short pieces, nipples, elbows etc as required.having calibration of0-15 Kg/cm2.
354	Providing, fixing, testing & commissioning of resilient rubber lined single Arch Vibration Eliminators suitable for raw water up to 45oC temperature, working pressure 8.8 Kg/cm2 and test pressure 20 Kg/cm2 for :-
355	100 mm dia
356	Providing & fixing cast iron air release valve of 25 mm dia including 25 mm dia Ball valve with fittings etc. as per the requirement.
357	Providing & Fixing of 1.6 mm thick M.S/Door Frame, Door capable of accommodating fire Hose Reel, Landing Valve, Hose Pipes, fittings & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with post office red colour (approval shall be taken on the basis of submitted sample before ordering) Cost of fire extinguishers not included in item rate. (Liasioing with civil contractor for makingRecessed type mansoary box (by civil contractor).
358	750x600x250 mm ( Cabinet)
359	Control Panels (for Terrace Pump) :
360	Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :
361	63 Amp, 35kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. -2 Sets
362	RAIN WATER HARVESTING
363	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil0 to 0.30 m
364	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m).
365	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 3.0 m to 3.3 m).
366	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)
367	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).
368	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
369	Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
370	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.
371	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.
372	All types of soil
373	400 mm dia
374	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing(CM) pipe of required dia, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
375	200 mm nominal size dia
376	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
377	200 mm nominal size dia
378	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
379	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-incharge.
380	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
381	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 Engineerin- charge.
382	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 pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge.
383	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 borewell of: 150 mm dia
384	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia
385	Excavating trenches 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, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
386	All kinds of soil
387	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
388	Providing, laying and jointing P.V.C. pipes including testing of joints etc. complete : 150 mm dia pipe 6 KG
389	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C./HDPE pipes including bed concrete as per standard design:
390	150 mm diameter
391	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
392	Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :
393	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
394	Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
395	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
396	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil0 to 0.30 m
397	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)
398	Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
399	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
400	Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
401	Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
402	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
403	C.C. ROAD (280.86 SQM)
404	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil0 to 0.30 m
405	Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick as per direction of engineer in charge.
406	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
407	Construction of granular sub-base by providing close graded Materia conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
408	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.
409	Providing and fixing in position pre-moulded joint filler in expansion joints.
410	Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.
411	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
412	INTERLOKING ROAD(423.22 SQM)
413	Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (dsr-2.8.1)
414	Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors.
415	GSB
416	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)
417	DSR-6.1.1
418	Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
419	BOUNDARY WALL (218 RM)
420	Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
421	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 : 8 graded stone aggregate 40 mm nominal size)
422	R.C.C. work in lighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
423	R.C.C. work in R.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete)
424	R.C.C. work in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
425	Thermo-Mechanically Treated bars of grade Fe-500D or more work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage.
426	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand).
427	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in. Cement mortar 1:6 (1 cement : 6 coarse sand
428	12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
429	15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)
430	Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
431	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.(GRILL)
432	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.(steel paint).
433	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
434	Centering and shuttering including strutting, propping etc. and removal of form for:
435	Foundations, footings, bases of columns, etc. for mass concrete
436	Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
437	Columns, Pillars, Piers, Abutments, Posts and Struts
438	GATE(6000MM WIDE)
439	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-in-charge. (All kinds of soil)
440	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)
441	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 derived from natural sources))
442	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).
443	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
444	Centering and shuttering including strutting, propping etc. and removal of form for
445	Foundations, footings, bases of columns, etc. for mass concrete
446	Columns, Pillars, Piers, Abutments, Posts and Struts
447	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, includingwelding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
448	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
449	15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
450	Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.
451	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approvedbrand and manufacture
452	SEPTIC TANK
453	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil 0 to 0.30 m
454	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m).
455	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)
456	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).
457	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
458	Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
459	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.
460	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster
461	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.
462	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
463	Providing & fixing 75mm dia vent pipes.
464	Providing & fixing of 75mm dia cast iron terminal guard.
465	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
466	HD . -20- Circular shape 560mm internal diameter
467	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.
468	With F.P.S. bricks
469	TUBE WELL
470	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. 300 mm dia
471	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. 300 mm dia
472	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
473	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
474	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.
475	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 borewell of: 150 mm Dia
476	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp
477	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm Dia
478	Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.
479	50 mm nominal size dia
480	Supply and Installation of 3.0 HP Submersible pump set complete
481	DRAIN (122 RM)
482	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil0 to 0.30 m
483	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)
484	Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
485	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
486	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
487	GST Extra As per Applicable

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Tender For Construction Of Administrative Building For Cyber Thana Distt. Deoria - Police Station Building (Civil Works 2 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Gett, Deoria-Uttar Pradesh

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Tender For Construction Of Administrative Building For Cyber Thana Distt. Deoria - Police Station Building (Civil Works 2 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Gett, Deoria-Uttar Pradesh

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