Tender For Proposed Construction Of Garage On The Ground Floor & Barrack On The First Floor In The Police Line Azamgarh District-Azamgarh (U.P.) (Notice No. -118/Uppcl/Gm-1/2025-26/E-Tender Dated: 19.03.2026 ), Azamgarh-Uttar Pradesh

TDR : 54822674

Tender Notice
BOQ

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Azamgarh , Uttar Pradesh

Tender Brief : Tender For Proposed Construction Of Garage On The Ground Floor & Barrack On The First Floor In The Police Line Azamgarh District-Azamgarh (U.P.) (Notice No. -118/Uppcl/Gm-1/2025-26/E-Tender Dated: 19.03.2026 )

Document Fees
₹ 17700 /-

EMD
₹ 476000.0 /-

Tender Value
₹ 2.37 Crore /-

Submission Date
02-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Proposed Construction of Garage on the Ground Floor & Barrack on the First Floor in the Police Line Azamgarh District-Azamgarh
2	(1)- CIVIL WORK
3	Excavation in 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.
4	Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge..
5	Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.
6	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
7	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
8	RCC WORK UPTO PLINTH
9	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) (Plinth beam)
10	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) (Raft foundation)
11	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) (Column)
12	RCC WORK ABOVE PLINTH
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).
14	(Plinth band)
15	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).
16	(Slab)
17	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).
18	Slab beam
19	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)
20	Column
21	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:4 (1 cement : 4 sand)
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 apiece of cloth lightly soaked in kerosene oil.
23	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand)
24	Ground Floor to Terrace Floor
25	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand)
26	Ground Floor to Terrace Floor
27	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
28	UPTO PLINTH
29	Ground Floor to Terrace Floor
30	12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand)
31	Ground Floor to Terrace Floor
32	15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand)
33	Ground Floor to Terrace Floor
34	Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
35	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
36	Ground Floor to Terrace Floor
37	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.
38	Ground Floor to Terrace Floor
39	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
40	Ground Floor to Terrace Floor
41	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.
42	Ground Floor to Terrace Floor
43	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.
44	Ground Floor to Terrace Floor
45	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.
46	Ground Floor to Terrace Floor
47	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
48	Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
49	a) 35 mm Thick Single leaf
50	a) 35 mm Thick Double leaf
51	both side laminated
52	M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.
53	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). DSR 9.53
54	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding DSR 9.48.1
55	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 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)( Z section windows) DSR 10.11.1
56	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. DSR 10.31
57	Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
58	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 tinnable priming coat with cement primer
59	Ground Floor to Terrace Floor
60	Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.43 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.
61	Ground Floor to Terrace Floor
62	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.
63	Ground Floor to Terrace Floor
64	Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
65	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 .
66	Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.(a) 250 x 10mm
67	(a) 250 mm x 10mm
68	Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
69	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
70	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
71	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
72	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.
73	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:
74	(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
75	(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.
76	(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.
77	(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 Engineer-in-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.
78	(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 :
79	With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
80	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.
81	Construction of apron drain
82	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipeshaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufacturedfrom high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
83	Providing and fixing ball bearing for rolling shutters.
84	Centering and shuttering including strutting, propping etc. and removal of form for :
85	Foundations, footings, bases of columns, etc. for mass concrete
86	Columns, Pillars, Piers, Abutments, Posts and Struts
87	Lintels, beams, plinth beams, girders, buttresses and cantilevers.
88	Suspended floors, roofs, landings, balconies and access platform.
89	(2)- INTERNAL & EXTERNALW/S
90	SANITARY FIXTURES & ACCESSORIES : I
91	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
92	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 andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
93	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 required. (a) White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap.
94	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 610x460 mm bowl depth 200 mm
95	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushingcistern
96	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (a) 32mm dia
97	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (b) 40mm dia
98	Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms.
99	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.
100	SOIL WASTE & VENT PIPES AND FITTINGS - II
101	Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 110mm dia
102	Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia
103	WATER SUPPLY PIPES AND FITTINGS - III
104	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 and testing of joints complete as per direction of Engineer in Charge. (internal work) Exposed on wall 25mm dia nominal dia pipes
105	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 and testing of joints complete as per direction of Engineer in Charge. (internal work) Exposed on wall 32mm dia nominal dia pipes
106	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 and testing of joints complete as per direction of Engineer in Charge. (internal work) Exposed on wall 40mm dia nominal dia pipes
107	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 and testing of joints complete as per direction of Engineer in Charge. (internal work) Concealed work, including cutting chases and making good the walls. 15mm dia nominal dia pipes
108	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 and testing of joints complete as per direction of Engineer in Charge. (internal work) Concealed work, including cutting chases and making good the walls. 20mm dia nominal dia pipes
109	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore
110	Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 (a) 15mm nominal bore
111	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore
112	Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore
113	Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore
114	Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore
115	Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore
116	Providing and fixing brass stop cock of approved quality. (b) 20 mm nominal bore
117	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.
118	SCHEDULE OF QUANTITIES FOR INTERNAL & EXTERNAL SEWERAGE SYSTEM - IV
119	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.
120	Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (a) 100mm diameter
121	Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete (b) 150mm diameter
122	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (a) 100mm diameter S.W. Pipe
123	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. (b) 150mm diameter S.W. Pipe
124	Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size P type
125	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 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 7.5 (i) For Sewer Line
126	(3)- INTERNAL ELECTRIFICATION WORK
127	SUB HEAD (I) :- INTERNAL WIRING
128	Point wiring in PVC conduit, with piano type switch :-
129	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 mdular type 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.
130	Group A
131	Twin Control Point wiring in PVC conduit, with piano type switch :-
132	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 piano type switch, phenolic laminated sheet, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
133	Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :-
134	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.
135	Power plug wiring in PVC conduit (4 x 4 Sq.Mm.) :-
136	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
137	Circuit / Sub main wiring in PVC conduit :-
138	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.
139	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.
140	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
141	2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
142	2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire
143	2 x 16 sq.mm. + 1 x 6 sq.mm. Earth wire
144	4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire
145	S/F light plug point piano type accessories :-
146	Supplying and fixing metal box of 150 mm X 75 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
147	S/F power plug point piano type accessories :-
148	Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
149	Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosed plug top along with 20 amps. \\"C\\" curve, SP MCB in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required.
150	S/F modular type electronic fan regulator :-
151	Supply 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.
152	S/F modular type blanking plate :-
153	Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
154	Supply 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 :
155	20 mm.
156	25 mm.
157	32 mm.
158	TOTAL SUB HEAD (I) (DSR'2022)
159	SUB HEAD (II) :- DISTRIBUTION BOARDS & MCB's
160	Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
161	single pole
162	Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
163	S/F DP MCB Isolator
164	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc.
165	40 Amps
166	63 Amps
167	S/F TP MCB Isolator
168	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc.
169	63 amps.
170	Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
171	40 amps.
172	63 amps.
173	Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :
174	63 amps.
175	Supplying and fixing following way, SP&N, sheet steel, MCB distribution board, 240 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)
176	6 way, Double door
177	Supplying and fixing following way, horizontal type TP&N, 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 / Isolators).
178	4 way (4 + 12), Double door
179	SUB HEAD (III) :- EARTHING SYSTEM
180	Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required.
181	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)
182	Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
183	Providing and fixing 25mm x 5 mm G.I strip on surface or in recess for connections etc. as required.
184	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
185	SUB HEAD (IV) :- MISCELLANEOUS
186	Providing and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription single red colour on FRLSont side as required.
187	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.
188	Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 2 run of cable
189	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required.
190	5/6 A switch
191	3 pin 5/6 A socket outlet
192	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
193	1 or 2 Module (75mmX75mm)
194	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.
195	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 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
196	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
197	Supplying and fixing Internet Socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
198	SUB HEAD(V):-INTERNAL LIGHTING FIXTURES & FANS
199	ERECTION OF LIGHTING FIXTURES AND FANS
200	Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
201	Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
202	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required
203	Upto 450 mm sweep
204	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 (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 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.
205	SUPPLY OF LIGHTING FIXTURES
206	Supply of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.
207	Supply 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.
208	Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 2X22 watt suitable for upto 2X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.
209	Supply of recess/surface mounting round 10 W to 15 W LED Cut out Min 125 mm, Height Min. 40mm, LED Down lighiter having powder coated die cast aluminium housing with heat shink,diffuser/reflector and driver set. suitable for 24Hr Continuous Operation, Complete in all respect.
210	SUPPLY OF CEILING & EXHAUST FANS
211	Supply of 225/230mm 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.
212	230 mm sweep
213	SUB HEAD (VI) :- L.T. PANEL AND UPS
214	Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection. The panel sheet structure shall undergo seven tank pre-treatment process before painting. The sheet steel shall be all of 2.2mm thick CRCA sheet. All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers. The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections. All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable. Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places. The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and
215	adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters. Proper sized cable termination gland plates shall be provided on cable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions. A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel. Panel shall be so designed at to have minimum 20% spare feeders/space. Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement. All cable terminations shall be from top. The complete panel shall be fuse less type, for control circuits 2A/6A MCB's to be used.
216	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.
217	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.
218	The minimum clearances between bus bars shall be as follows :
219	Phase to phase - minimum 20mm
220	Phase to neutral-minimum 15mm
221	Main L.T. Panel :
222	Incoming :
223	One (1) No300Amp. 4 pole MCCB
224	Metering :
225	One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
226	One (1) No. (0-300A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
227	One (1) Set of Phase Indication Lamp.
228	Bus Bar :
229	One (1) No. 300 A, TPN aluminimum bus bar of suitable length.
230	Outgoing :
231	Phase indication lamps on each outgoing to be provided.
232	63 Amps TPN MCB - 3No.
233	40 Amps TPN MCB -3No.
234	32 Amps TPN MCB - 2 No.
235	63 Amps TPN MCB - 1No. Spare
236	40 Amps TPN MCB - 1No. Spare
237	SUB HEAD (VII) :- CABLE AND ACCESSORIES
238	CABLES SUPPLY
239	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
240	16 sq. mm 4 core
241	35 sq. mm 3-1/2 core
242	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.
243	16 sq. mm 4 core
244	3½ X 35 sq. mm (35mm)
245	(4)- SEPTIC TANK & SOAK PIT
246	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
247	In all kind of soil
248	Extra additional lift above 1.5 m
249	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)
250	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)
251	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.
252	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
253	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). Slabs
254	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) (Plinth Beam)
255	Centering and shuttering including strutting, propping etc. and removal of form for :
256	Suspended floors, roofs, landings, balconies and access platform
257	Lintels, beams, plinth beams, girders, bressumers and cantilevers
258	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.
259	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.
260	Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank.
261	Providing & fixing 75mm dia vent pipes.
262	Providing & fixing of 75mm dia cast iron terminal guard.
263	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
264	M.D. -10- Circular shape 500mm internal diameter
265	L.D. -2.5- Circular shape 450mm internal diameter
266	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
267	With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5
268	(5)- RAIN WATER HARVESTING
269	Excavation in foundation in ordinary soil (loam,clay or sand )including lift up to 1.5m and lead up to 30 m and including filling watering and ramming of exacavation earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth adirected by the engineer in charges up to a distance of 30m.from the foundation trenches (Excluding Royality)
270	In all kind of soil upto 1.5m depth
271	In all kind of soil upto 1.5m to 3.0m. depth
272	In all kind of soil upto 3.0m to 4.5m. depth
273	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
274	M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
275	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).
276	As in item no.4 above but for slabs
277	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work.
278	15mm cement plaster on rough side of mix 1:6 (1 cement : 6 coarse sand)
279	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.
280	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
281	M.D. -10- Circular shape 500mm internal diameter
282	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,
283	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.
284	a) Pipes 80mm to 300mm diameter.
285	Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
286	100mm diameter
287	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design.
288	100mm diameter S.W. Pipe
289	Supply and stacking of graded stone aggregate of 45-90mm size
290	Supply and stacking of stone chippings of 11.20mm size
291	Supply and stacking of moorum at site
292	onstructing brick masonry chamber for underground C.I. inspectionchamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slabwith 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 finesand : 10 graded stone aggregate 40 mm nominal size), inside Plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarsesand), finished smooth with a floating coat of neat cement on wallsand bed concrete etc. complete as per standard design :Inside dimensions 455x610 mm and 45 cm deep forsingle pipe line :
293	With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5
294	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitablemethod prescribed in IS: 2800 (part I), including collecting samples fromdifferent strata, preparing and submitting strata chart/ bore log, includinghire & running charges of all equipments, tools, plants & machineriesrequired for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level.
295	300 mm dia
296	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.
297	150 mm nominal size dia
298	Supply and fixing of nylon jali around the slotted pipes complete as required.
299	Transport of boring tools other required equipments and installation at site.
300	RAIN WATER STORAGE TANK
301	Earth work in exacavation in ordinary soil(loam clay or sand) including lift upto 1.5 m and a lead of 30m including filling watering & ramming of exacavtion earth into the trenches or into the apce between the building &the side of foundation trenches or to the plinth remonal &disposal of surplus excavated earth as directed by the Engineer i/c with in .including royality
302	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
303	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.In lintel
304	Ground floor
305	As in item 6 above but in R.C.C. columns
306	Ground floor
307	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
308	(6)- FIRE FIGHTING & FIRE ALARM SYSTEM
309	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.
310	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.
311	(7)- SUBMERSIBLE PUMP & BORING
312	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.
313	All Types of Soil
314	350 mm dia
315	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.
316	Rocky strata including Boulders
317	350 mm dia
318	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.
319	150 mm nominal size dia having minimum wall thickness 5.00 mm
320	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.
321	200 mm nominal size dia
322	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.
323	Around Pipe (3.140.150.15*120.00)
324	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.
325	(3.143.503.50*0.30)
326	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.
327	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:
328	150 mm dia
329	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.
330	150 mm dia
331	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).
332	150 mm dia
333	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
334	80 mm dia nominal bore
335	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm
336	Supply of Submersibule pump with control panel, support wire etc. complete 5.0 H.P. (KSB / EQ.)
337	(8)- INTERLOCKING TILES
338	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil ( loan clay orsand) including lift upto 1.5 m and leadup to 30m.&including filling watering& ramming of excavated earth in to trenches or in to the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches.
339	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
340	Class 150 brick work in 1:6 cement and Coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
341	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern.
342	(9)- DRAIN
343	Earth in excavation
344	P.C.C. in foundation (1 : 4: 8 )
345	P.C.C. in foundation in 1:2:4
346	Plaster 15mm
347	Brick work in 1:4
348	GST Extra as applicable Please Enable Macros to View BoQ information

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Tender For Proposed Construction Of Garage On The Ground Floor & Barrack On The First Floor In The Police Line Azamgarh District-Azamgarh (U.P.) (Notice No. -118/Uppcl/Gm-1/2025-26/E-Tender Dated: 19.03.2026 ), Azamgarh-Uttar Pradesh

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Tender For Proposed Construction Of Garage On The Ground Floor & Barrack On The First Floor In The Police Line Azamgarh District-Azamgarh (U.P.) (Notice No. -118/Uppcl/Gm-1/2025-26/E-Tender Dated: 19.03.2026 ), Azamgarh-Uttar Pradesh

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