Tender For Construction Of Girls Common Hall (With Toilet) & Boundary Wall At Maharaja Bijli Pasi Rajkiya Snatkottar Mahavidyalaya At Aashiyana District-Lucknow (U.P.) (Notice No. -88/Uppcl/Gm-7/E-Tender/2025-26 Dated: 24.03.2026), Lucknow-Uttar Pradesh

TDR : 54916930

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Lucknow , Uttar Pradesh

Tender Brief : Tender For Construction Of Girls Common Hall (With Toilet) & Boundary Wall At Maharaja Bijli Pasi Rajkiya Snatkottar Mahavidyalaya At Aashiyana District-Lucknow (U.P.) (Notice No. -88/Uppcl/Gm-7/E-Tender/2025-26 Dated: 24.03.2026)

Document Fees
₹ 17700 /-

EMD
₹ 442000.0 /-

Tender Value
₹ 2.20 Crore /-

Submission Date
08-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Construction of Girls Common Hall (With Toilet) & Boundary Wall at Maharaja Bijli Pasi Rajkiya Snatkottar Mahavidyalaya at Aashiyana District-Lucknow (U.P.)
2	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
3	Demolishing mud phaska in terracing and disposal of material within 50 metres lead.
4	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs tointroduce steel bars for unshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
5	Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
6	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
7	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
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors.
9	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
10	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 floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration
11	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). [FOR LINTEL] M-20.
12	Ground Floor
13	First Floor
14	Mumty Floor
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). [FOR SUNSHADE] M-20.
16	Ground Floor
17	First Floor
18	Mumty Floor
19	As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
20	Ground Floor
21	First Floor
22	Mumty Floor
23	As in item above but for slabs (Using 1:1.5:3 Mix concrete)
24	Ground Floor
25	First Floor
26	Mumty Floor
27	As in item above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete)
28	As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
29	Ground Floor
30	First Floor
31	Mumty Floor
32	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
33	Ground Floor
34	First Floor
35	Mumty Floor
36	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)
37	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)
38	Ground Floor
39	First Floor
40	Mumty Floor
41	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 1:4 (1 cement : 4 coarse sand)
42	Ground Floor
43	First Floor
44	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
45	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:
46	Single leaf
47	Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
48	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).
49	Mild steel or iron work
50	Fabrication of hold fast for door chaukhats and windows.
51	Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of leadfree uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extrudedprofiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and designduly reinforced with galvanized mild steel section made of required shape & size as perCPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fastenersof minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 gradesleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required)shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, includingdrilling of holes for fixing hardware and drainage of water etc. After fixing frame the gapbetween frame and adjacent finished wall shall be filled with weather proof silicon sealant overbacker rod of approved size and quality, all complete as per approved drawing conformingto CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcementand cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.
52	Casement window single panel with S.S. 304 friction hinges as per size and weight of sash,multi-point locking system, zinc alloy (zamak) powder coated handles.Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x(60mm & above). (Height upto 1.2 metre)+Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brandand manufacture, including providing and fixing top & bottom pivot & double acting hydraulicfloor spring type fixing arrangement and making necessary holes etc. for fixing required doorfittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopperetc.to be paid separately).
53	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).)
54	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.).
55	Fixing of steel or wooden chaukhats in position.
56	(a) Door chaukhats
57	(b) Window chaukhats
58	(c) Ventilator chaukhats
59	15mm thick plaster with cement mortar in proportion of 1:4 cement & Coarse sand)
60	12mm thick plaster with cement mortar in proportion of 1:6 cement & Coarse sand
61	Ground Floor
62	First Floor
63	Mumty Floor
64	15mm thick plaster wit cement mortar in proportion of 1:6 cement & Coarse sand)
65	Ground Floor
66	First Floor
67	Mumty Floor
68	Same as above but plastering on ceiling and soffits of stairs linsteed of plastering .(1) 1 Cement : 3 Coarse sand
69	Making grooves 10 to 12 mm widex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required.
70	Ground Floor
71	First Floor
72	Mumty Floor
73	Making drip course in sun shade or facia as per direction of Engineer incharge including supply of all materials,labour T & P etc for proper completion of the work. Excluding GST
74	Ground Floor
75	First Floor
76	Mumty Floor
77	25 mm thick 1:2:4 cement concrete floor with cement approved coarse sand & 2cm graded dala stone grit laid in planels finished with 3mm floating coat of neat cement bor cement and marble dust in ratio of 5:1 as specific over and excluding base concrete and removing any overlapping mortar at the joints of the panels if any giving them a uniform finish, including supply of all materisls labour, T&P etc. required for proper completion of work
78	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. [IN FLOORING](600X600)
79	Ground Floor
80	First Floor
81	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. [IN SKIRTING](600X600)
82	Ground Floor
83	First Floor
84	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 he joints with white cement and matching pigment etc., complete
85	Ground Floor
86	First Floor
87	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 he joints with white cement and matching pigment etc., complete
88	Ground Floor
89	First Floor
90	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) :. [IN FLOORING]
91	Ground Floor
92	First Floor
93	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. [IN SKIRTING]
94	Ground Floor
95	First Floor
96	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/RubyRed or equivalent
97	Ground Floor
98	First Floor
99	Mumty Floor
100	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
101	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
102	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)
103	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre .
104	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.
105	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm).
106	Providing & fixing stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 300mm x 16mm
107	P/Fixing stainless steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as / IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. 250 mm x 10mm
108	Providing & fixing stainless steel door handles with screws and 150mm long.SI marked
109	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
110	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 necessary accessories and screws etc. complete.
111	Making drain along with apron.
112	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.
113	(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
114	(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.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
115	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).
116	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.
117	Providing and fixing fly and Mosquito proof stainless steel grade 304 wire mesh gaugewith 0.5 mm dia wire and 1.4 mm wire aperture
118	Providing & laying cement concrete in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggreagate 20mm nominal size) including supply of all materials,labour and T & P etc. required for completion of work and curing complete including cost of form work in foundation and floors
119	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
120	Foundations, footings, bases of columns, etc. for mass concrete.
121	Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick.
122	Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick
123	Columns,Pillars, Piers, Abutments, Posts and Struts.
124	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, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
125	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 1.0 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
126	Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m²
127	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
128	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.
129	Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
130	12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
131	Plumbing work
132	Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.
133	White Vitreous china Orissa pattern W.C. pan of size580x440mm with integral type foot rests
134	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 with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
135	W.C. pan with ISI marked black solid plastic seat and lid
136	Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required.
137	White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
138	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
139	Semi rigid pipe
140	32 mm dia
141	Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
142	CP Brass fittings
143	Providing and fixing unplasticised PVC connection pipe with brass unions
144	45 cm length
145	15 mm nominal bore
146	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 & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge.
147	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
148	a) 15 mm nominal bore
149	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. ( for sink)
150	a) 15 mm nominal bore
151	Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931
152	a) 15 mm nominal bore
153	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer- in-charge.
154	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.
155	Providing & fixing soil, waste and vent pipes.
156	Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
157	a) 100mm dia centrifugally cast iron S & S pipe.
158	b) 75mm dia centrifugally cast iron S & S pipe.
159	Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste )
160	32mm dia nominal bore
161	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe.
162	a) 100mm
163	SS 304 grade coupling with EPDM rubber gasket
164	b)75mm
165	SS 304 grade coupling with EPDM rubber gasket
166	Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate20mm nominal
167	size). Including cost of cutting holes & making good the walls etc.
168	a) for 100mm dia pipe.
169	b) for 75mm dia pipe.
170	Providing & fixing cast iron coller.
171	a) 100mm dia.
172	b) 75mm dia.
173	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
174	a) 100mm inlet & 100mm outlet.
175	a) 100mm inlet & 75mm outlet.
176	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
177	a) 100mm
178	b) 75mm
179	Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
180	a) 100mm
181	b) 75mm
182	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
183	100x100x100mm
184	75x75x75mm
185	Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
186	100x100x100mm
187	75x75x75mm
188	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :
189	100x100x75mm
190	Providing and fixing single unequal plain invert branch of required degree :
191	100x100x75mm
192	Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.)
193	a) 100mm
194	b) 75mm
195	Providing and fixing cast iron terminal guard.
196	100 mm
197	75 mm
198	Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground)
199	110 mm dia
200	Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.
201	110 mm
202	Providing and fixing on wall face unplasticised PVC mouldedfittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
203	Coupler
204	110 mm
205	Bend 87.5 degree
206	110 mm Bend
207	Shoe (Plain)
208	110 mm Shoe
209	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
210	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 MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
211	110 mm
212	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.
213	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.
214	Concealed work including cutting chases and making good the walls etc.
215	20mm dia nominal outer dia pipes
216	25mm dia nominal outer dia pipes
217	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.
218	Internal work-Exposed on wall
219	25mm dia nominal bore
220	32mm dia nominal bore
221	40mm dia nominal bore
222	50mm dia nominal bore
223	Providing and fixing gun metal gate valve with wheel of approved quality.
224	25mm dia nominal bore
225	32mm dia nominal bore
226	40mm dia nominal bore
227	50mm dia nominal bore
228	Providing and fixing cp soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
229	Providing and fixing cp soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
230	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
231	25 mm nominal bore
232	Electrical work
233	Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel 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.
234	Group C
235	Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
236	Group C
237	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel 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.
238	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
239	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
240	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
241	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
242	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.
243	2 Pair
244	Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
245	1 run of cable
246	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.
247	25 mm
248	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.
249	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
250	15/16 A switch
251	3 pin 5/6 A socket outlet
252	Telephone socket outlet
253	TV antenna socket outlet
254	RJ 45 Socket For Internet Similar to Legrand Cat Ref. 673155 or equivalent.
255	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
256	1 or 2 Module (75 mmX75 mm)
257	6 Module (200 mmX75 mm)
258	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.
259	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.
260	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.
261	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
262	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
263	Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.
264	Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
265	Providing and fixing circular/ Hexagonal GI box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI 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.
266	Sub Total A (Sub Head 1)
267	Sub Head 2 : DBs & MCBs
268	Supplying and fixing following way, horizontal type three pole and neutral, 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)
269	6 way (4 + 18), Double door
270	Supplying and fixing of following ways surface/ recessmounting, 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.)
271	8 way (4 + 24), Double door
272	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
273	100 A
274	Supplying and fixing 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.
275	5 to 32 Amp. Single pole
276	5 to 32 Amp. Triple pole and neutral
277	40 Amp. Four pole
278	63 Amp. Four pole
279	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.
280	Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required.
281	For 6 way, Double door TPN MCBDB
282	Sub Total B (Sub Head 2)
283	Sub Head 3 : Surface/Recess Luminaire
284	Supplying installation testing and commissioning Recess Mount 2x2 LED tile Elate Recess Mounted 36W LED complete in all respect.
285	Supplying installation testing and commissioning Recess Mount Downlighter Mollis Recess Downlighter 18W LED complete in all respect.
286	Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo1x20W LED complete in all respect.
287	Supplying installation testing and commissioning Suurface Mount Wall Bricket with 10 LED complete in all respect.
288	Supplying installation testing and commissioning Suurface Mount Linear Batten TRIM LED Neo 10W LED complete in all respect.
289	Supplying of 1200mm sweep ceiling fan
290	Supplying installation testing and commissioning of 300mm sweep 1500 RPM heavy Duty Exhaust Fan .
291	Sub Total C (Sub Head 3)
292	Building L.T. PANEL
293	The Main LT Panel shall use all draw out type breakers suitable for 415 V AC, 3 phase, 50 Hz, 3 phase 4 wire supply system.
294	INCOMER
295	1 Nos.250 AMP 4P MCCB 25 KA rating
296	OUTGOING
297	8 Nos. 63 Amp 4P MCB (10 KA Ics)
298	8 Nos. 40 Amp 4P MCB (10 KA Ics)
299	UNDER GROUND CABLES
300	Supply of 3.5core and 4 core 1.1 KV LT power cable with solid/stranded compacted aluminium conductor, XLPE insulated colour coaded, Laid up, PVC inner shethed armoured with single layer of galvenized round wire or flat strip and over all ST-2 Grade PVC shethed conforming to IS 7098 (part-1) and ISI marked.
301	4 X 16 sq. mm
302	3.5 X 25 sq. mm
303	3.5 X 70 sq. mm
304	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required,but excluding sand cushioning and protective covering.
305	upto 35 sq. mm
306	Above 35sqmm and upto 95 sq. mm
307	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required.
308	upto 35 sq. mm
309	Above 35sqmm and upto 95 sq. mm
310	FIRE PROTECTION SYSTEM
311	Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.
312	Supplying, installation, testing & commissioning of heat detector operating at 542C/572C with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required.
313	Supplying, installation, testing & commissioning of manual call box of ABS type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.
314	Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required.
315	Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 4 Zone
316	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire
317	Supply & Fixing of CO2 Type Fire Extenguisher 4.5 Kg Capacity. Make:- Safeguard/Firematic/Cease fire
318	Supply of ABC Type Fire Extenguisher 4 Kg Capacity. Make:- Safeguard/Falcon/Firematic/Cease fire.
319	Supply & fixing of Cease fire MAP 90 Modular type fire extenguisher 5 Kg.
320	RAINWATER HARVESTING
321	Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
322	In all kind of soil upto 1.5m depth
323	In all kind of soil upto 1.5m to 3.0m. Depth
324	In all kind of soil upto 3.0m to 4.5m. Depth
325	In all kind of soil upto 3.0m to 4.5m. Depth
326	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
327	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.
328	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 Slab 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.
329	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.
330	15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand
331	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
332	With 20x20mm square bar
333	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
334	H.D. - 20- Circular shape 560mm internal diameter
335	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually.
336	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.
337	150 mm nominal size dia
338	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
339	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
340	Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
341	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.
342	COST OF 1 NO. RECHARGE PIT
343	PART B
344	DESILTING CHAMBER
345	Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
346	In all kind of soil upto 1.5m depth
347	In all kind of soil upto 1.5m to 3.0m. Depth
348	In all kind of soil upto 3.0m to 4.5m. Depth
349	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
350	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.
351	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 Slab 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.
352	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.
353	12 mm cement plaster finished with a floating coat of neat cement of mix :
354	1:3 (1 cement: 3 fine sand)
355	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
356	With 20x20mm square bar
357	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
358	H D - 20 - Circular shape 560 mm internal diameter
359	L D 2.5 - Circular shape 450 mm internal diameter
360	COST OF 1 NO. CHAMBER
361	PART C
362	DRAINAGE NETWORK
363	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
364	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
365	Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.
366	up to 1.50 m depth
367	Pipes 80 mm to 300 mm diameter
368	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
369	a) 150mm diameter
370	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) all-round S.W. Pipes including bed concrete as per standard design.
371	150mm diameter
372	SEPTIC TANK & SOAK PIT
373	Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.
374	In all kind of soil upto 1.5m depth
375	In all kind of soil above 1.5 m to 3.0 m. depth
376	In all kind of soil above 3.0 m. to 4.5 m depth
377	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
378	Class 150 brick. In 1:6 cement and coarse sand of 2.25 fineness modulous mortar in foundation & plinth including supply of materials, labour and tools & plants, etc. required for proper completion of the work.
379	Reinforcement cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone agregrate 20mm nominal size)
380	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 three level.
381	12mm cement plaster with cement and fine sand of 1.25 F.M in 1: 6 over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plants etc. required for proper completion of the work for all level. (1) 1 cement : 6 C. sand
382	2.5 cm. (1”) thick 1:2:4 cement concrete floor with cement, approved coarse (FM 2.2 to 3.6) and 2 cm. graded approved stone ballast laid in panels finished with 3mm (1/8”) floating coat of neat cement and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work.
383	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.
384	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
385	Providing & fixing 75mm dia vent pipes.
386	Providing & fixing of 75mm dia cast iron terminal guard.
387	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
388	M.D. -10- Circular shape 500mm internal diameter
389	M.D. -2.5- Circular shape 450mm internal diameter
390	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.
391	With F.P.S. bricks
392	EXTERNAL WATER SUPPLY
393	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
394	External work
395	80 mm nominal dia Pipes
396	50 mm nominal dia Pipes
397	32 mm nominal dia Pipes
398	DISTRIBUTION SYSTEM
399	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
400	32mm nominal bore.
401	50mm nominal bore.
402	80mm nominal bore.
403	Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
404	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
405	Open Surface Drain (450x300 mm)
406	INTERLOCKING PAVER BLOCK
407	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
408	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 nom
409	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)
410	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-roll
411	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. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
412	Boring
413	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.
414	300 mm dia
415	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.
416	100 mm nominal size dia
417	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.
418	100 mm nominal size dia
419	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.
420	(0.7850.40.490)-(0.7850.20.290)=8.478 CUM
421	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)
422	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 tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
423	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 : 100 mm dia
424	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. 100 mm clamp.
425	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia.
426	Supply of submersible pump of make KSB 2.0 HP with control panel, support wire etc. complete.
427	Providing 2 core PVC insulated submersible cable from pump panel to submersible pump
428	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore
429	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
430	Supply of 100mm dia Johnson screen.
431	Boundry wall
432	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
433	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)
434	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).
435	As in item 6 but for the lighter beams i.e. having spans upto 6 m.
436	As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete)
437	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 :
438	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 and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
439	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)
440	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)
441	Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand)
442	12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
443	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
444	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
445	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 : (M.S. works).
446	Centering and shuttering including strutting, propping etc. and removal of form for :
447	Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick
448	Foundations, footings, bases of columns, etc. for mass concrete
449	Columns, Pillars, Piers, Abutments, Posts and Struts
450	EXISTING HALL
451	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
452	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.
453	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead
454	15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
455	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
456	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)
457	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
458	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
459	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and 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 walls etc. 20 mm nominal dia Pipes
460	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and 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 walls etc. 32 mm nominal dia Pipes
461	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap forthermal expansion, (i) Single socketed pipes. 75 mm diameter
462	Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
463	Dismantling doors, windows and clerestory windows (steel or wood) shutter includingchowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
464	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
465	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
466	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
467	GST Extra as applicable Please Enable Macros to View BoQ information

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Tender For Construction Of Girls Common Hall (With Toilet) & Boundary Wall At Maharaja Bijli Pasi Rajkiya Snatkottar Mahavidyalaya At Aashiyana District-Lucknow (U.P.) (Notice No. -88/Uppcl/Gm-7/E-Tender/2025-26 Dated: 24.03.2026), Lucknow-Uttar Pradesh

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Tender For Construction Of Girls Common Hall (With Toilet) & Boundary Wall At Maharaja Bijli Pasi Rajkiya Snatkottar Mahavidyalaya At Aashiyana District-Lucknow (U.P.) (Notice No. -88/Uppcl/Gm-7/E-Tender/2025-26 Dated: 24.03.2026), Lucknow-Uttar Pradesh

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