Tender For Construction Of 02 Barracks Of 30 Capacity In Place Of Old Barrack In Central Jail Naini, Prayagraj (U.P.) (Notice No. -120/Uppcl/Gm-1/2025-26/E-Tender Dated: 20.03.2026 ), Varanasi-Uttar Pradesh

TDR : 54874754

Tender Notice
BOQ

5 Days Left

Varanasi , Uttar Pradesh

Tender Brief : Tender For Construction Of 02 Barracks Of 30 Capacity In Place Of Old Barrack In Central Jail Naini, Prayagraj (U.P.) (Notice No. -120/Uppcl/Gm-1/2025-26/E-Tender Dated: 20.03.2026 )

Document Fees
₹ 17700 /-

EMD
₹ 348000.0 /-

Tender Value
₹ 1.73 Crore /-

Submission Date
04-04-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	CONSTRUCTION OF 02 BARRACKS OF 30 CAPACITY IN PLACE OF OLD BARRACKS IN CENTRAL JAIL NAINI, PRAYAGRAJ.
2	(A) BARRACK (30 PERSON) -2 Nos (G+1)
3	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
4	Excavating , Supplying , stacking and filling of local earth ( including Royalty) by mechanical transport up to lead of 5.0 KM also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches, plinth, side of foundation etc. complete for all lift
5	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
6	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).
7	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: 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	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
9	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.
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 :
11	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
12	Column
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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
14	LINTEL GF+FF
15	SLAB GF+FF
16	BEAM GF+FF
17	COLUMN
18	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.
19	Up to plinth level
20	Above Plinth Level
21	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations , footing etc
22	Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
23	Suspended floors, roofs, landings, balconies and access platform. Slab
24	Columns, Pillars, piers etc columns
25	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: M-150 Cement mortar 1:4 (1 cement : 4 coarse sand)
26	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) 2.25FM
27	For 345 mm thick
28	for 230 mm thick
29	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) 2.25 FM Ground Floor + F.F
30	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.
31	Fixing of door, window/ ventilator chawkhat in position
32	Door Chawkhats
33	Window Chawkhats
34	Ventilator chawkhats
35	Providing and laying Ceramic glazed floor tiles 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 : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
36	Providing and laying Ceramic glazed floor tiles 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 : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
37	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. 40mm thick with 20mm nominal size stone aggregate.
38	Cement plaster skirting with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating 3mm coat of neat cement and marble dust in ratio 5:1 including supply of all materials , labour and T&P etc. required for proper completion of work.
39	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
40	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
41	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
42	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
43	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
44	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture Steel Works
45	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).
46	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram per litre Inner wall surface
47	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram per litre Ceiling
48	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.
49	Supply and filling of cinder in sunken protection of toilet and road as per the direction of the Engineer In Charge including all cost of materials , labour etc. required for proper completion of work
50	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 waterproofing 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.
51	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:
52	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 up to 300 mm height including cleaning the surface before treatment.
53	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 waterproofing 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
54	c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
55	d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (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 3mm deep.
56	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 :
57	With average thickness of 120mm and minimum thickness at khurra as 65 mm.
58	Appron Drain along appron 150x150
59	(B) INTERNAL WATER SUPPLY AND EXTERNAL SEWERAGE WORK
60	I ) SANITARY INSTALLATIONS & FITTINGS
61	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.
62	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.
63	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 : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern.
64	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia
65	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
66	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size)as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade.
67	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
68	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: 15 mm nominal bore.
69	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore
70	II. INTERNAL SOIL / WASTE PIPE LINE
71	Providing and fixing soil, waste and vent pipes :
72	100 mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
73	75 mm Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
74	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:
75	100 mm
76	75 mm
77	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: for 75 to 100 mm dia pipe
78	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 : Sand cast iron S&S as per IS - 3989
79	Providing and fixing cast iron coller
80	100 mm dia
81	75 mm dia
82	Providing and fixing cast iron S &S Sanitary bend
83	100 mm dia
84	75 mm dia
85	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick , bolts and nuts complete
86	100 mm dia
87	75 mm dia
88	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
89	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
90	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes. 110 mm diameter
91	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.
92	Bend 87.5° 110 mm bend
93	Shoe (Plain) 110 mm Shoe
94	III. INTERNAL & EXTERNAL WATER SUPPLY WORKS
95	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.
96	20 mm nominal outer dia .Pipes.
97	25 mm nominal outer dia .Pipes.
98	32 mm nominal outer dia .Pipes.
99	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.
100	32 mm nominal bore
101	40 mm nominal bore
102	50 mm nominal bore
103	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :
104	32 mm diameter pipe.
105	40 mm diameter pipe.
106	50 mm diameter pipe.
107	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
108	32 mm nominal bore.
109	40 mm nominal bore.
110	50 mm nominal bore.
111	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
112	32 mm nominal bore.
113	40 mm nominal bore.
114	50 mm nominal bore.
115	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
116	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
117	IV: EXTERNAL SEWERAGE SYSTEM
118	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
119	Providing , laying and jointing glazed stoneware pipes grade A with stiff misture of cement mortar in the proportion of 1:1( 1 cememt: 1 fine sand ) including testing of joints etc. 100 mm diameter S.W. pipe
120	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe
121	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 : 150 mm dia. R.C.C. pipe
122	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm dia RCC pipe
123	Providing and fixing square-mouth S.W. gully trap class SP-1 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. With common burnt clay F.P.S. (non modular) bricks of class designation M-150
124	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm 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 of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
125	Extra depth for manholes Size 90x80cm with FPS bricks class 1
126	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design.
127	(C) INTERNAL ELECTRICFICATION WORK
128	WIRING
129	Wiring for light point / Fan point / exhaust Fan point / call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable GI box and earthing the point with 1.5 sqmm FR pvc insulated copper conductor single core cable etc. as required Group B
130	Supply and fixing of following sizes of steel conduit along with accessories in surface / recess including painting in case of surface conduit , or cutting the wall and making good the same in cas eof recessed conduit as required. 20 mm
131	Wiring for circuit/ submain wiring along with earth wire with the following size of PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit as required.
132	2x1.5 sqmm + 1x1.5 sqmm earth wire
133	2x2.5 sqmm + 1x2.5 sqmm earth wire
134	2x4.0 sqmm + 1x4.0 sqmm earth wire
135	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
136	5/6 A switch
137	2 way 5/6 A switch
138	15/16 A switch
139	3 pin 5/6 A socket outlet
140	6 pin 15/16 A socket outlet
141	Supply and fixing stepped type electronic fan regulator on the existing moduler plate switch box including connection but excluding modular plate etc. as required.
142	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.
143	Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required.
144	1 or 2 Module (75mmX75mm)
145	3 Module (100mmX75mm)
146	4 Module (125mmX75mm)
147	6 Module (200mmX75mm)
148	8 Module (125mmX125mm)
149	12 Module (200mmX150mm)
150	Supply, installation , tesyting 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 no canopies, shakle kit, safety rope , copper winding, Power factor not less than 0.90, Service Value (CM/M/W) MINIMUM 6.00 air delivery minimum 210 Cum/Min, 350 RPM( Tolerence 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, temerature rise =75 degree C (MAX), insulation resistance more than 2 mega ohm, suitable for 230 volt, 50 hz, single phase AC supply, earthing etc. complete as required.
151	Supply and fixing of following ways surface / recess mounting , vertical type , 240 volts, TPN, MCB distribution board of sheet steel , dust protected , duly powder painted inclusive of 200 amps tinned copper busbar, 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) 2+6way , 8 way , double door
152	Supply and fixing of following ways surface / recess mounting , vertical type , 415 volts, TPN, MCB distribution board of sheet steel , dust protected , duly powder painted inclusive of 200 amps tinned copper busbar, 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) 6 way (4+18), double door
153	Installation , testing and commissioning of ceiling fan including wiring the down rods of standard length ( up to 30 cm) with 1.5 sqmm FRLS PVC insulated copper conductor signle core cable laminated sheet cover on the fan box etc. as required.
154	Installation , testing and commissioning of ceiling fan including wiring the down rods of standard length ( up to 30 cm) with 1.5 sqmm FRLS PVC insulated copper conductor signle core cable laminated sheet cover on the fan box etc. as required.
155	Supply and fixing 5 amps to 32 amps rating , 240/415 volts, \\"C\\" Curve , maniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. point as required
156	Single Pole
157	Single pole and neutral
158	Supply and fixing of single pole , blanking plate in the existing MCB DB complete etc. as required
159	Supply and fixing following rating , four pole ( three phase & neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps
160	Providing and fixing H.T. danger notice plate of 250mm x200 mm made of mild steel at least 2 mm thick and vitrious enameled white on both side and with inscription in single red colour on front side as required.
161	EARTHING
162	Earthing with G.I. earth plate 600 mm x 600 mm x6 mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 4.5 metre long etc. with charcoal and salt as required.
163	Supply and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode , including connection / termination with G.I. thimble etc. as required.
164	Supply and laying 25 mm x5 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 50 mm)
165	Laying of 1 no PVC insulated and PVC sheathed / XPLE power cable of 1.1 KV grade of following size direct in ground including excavation , sand cushioning, protective covering and refilling the trench etc as required Above 35 sq mm and up to 95 sq mm
166	Supply and making end termination with brass compression gland and aluminium lugs for follwing size of PVC insulated and PVC sheathed / XPLE aluminium conductor cable of 1.1 KV grade as required. 16 sqmm 4 core
167	Supply and making Outdoor termination with cast resin compund including aluminium lugs and other jointing materials for follwing size of PVC insulated and PVC sheathed / XPLE aluminium conductor cable of 1.1 KV grade as required. 16 sqmm 4 core
168	Supply and fixing of LED tube lights with batten suitable for up to 1x22 watt LED tube light fitting icluding tube on surface compelete in all respects. CAT. AAA
169	(D) SEPTIC TANK AND SOAK PIT
170	Septic Tank ( Size Inner length -3.0m, Width 1.5 m and Total depth 2.40+0.60 m) +0.30
171	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.
172	All kinds of soil
173	In all kind of soil up to 1.50 m to 3.0 m depth
174	In all kind of soil up to 3.0 m to 4.5 m depth
175	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).
176	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
177	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 : 3 graded stone aggregate 20 mm nominal size)
178	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
179	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.
180	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
181	Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) : With 20x20 mm square bar
182	Providing and fixing CI Tee at the inlet outlet of septic tank
183	Providing and fixing 75 mm dia vent
184	Providing and fixing 75 mm dia cast iron terminal guard
185	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality MD-10 Circular shape 500mm internal diameter
186	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. With common burnt clay F.P.S. (non modular) bricks of class designation 150
187	(E) DAY TOILET WORK
188	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. All kinds of soil
189	Excavating , Supplying , stacking and filling of local earth ( including Royalty) by mechanical transport up to lead of 5.0 KM also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches, plinth, side of foundation etc. complete for all lift Ground Floor
190	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
191	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).
192	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: 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.
193	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
194	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.
195	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 : 3 graded stone aggregate 20 mm nominal size) Beam
196	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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
197	LINTEL
198	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.
199	Up to plinth level
200	Above Plinth Level
201	Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
202	Suspended floors, roofs, landings, balconies and access platform. Slab
203	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: M-150 Cement mortar 1:4 (1 cement : 4 coarse sand)
204	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) 2.25FM for 230 mm thick
205	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) 2.25 FM
206	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.
207	Fixing of door, window/ ventilator chawkhat in position Door Chawkhats
208	Providing and laying Ceramic glazed floor tiles 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 : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
209	Providing and laying Ceramic glazed floor tiles 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 : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
210	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. 40mm thick with 20mm nominal size stone aggregate.
211	Cement plaster skirting with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating 3mm coat of neat cement and marble dust in ratio 5:1 including supply of all materials , labour and T&P etc. required for proper completion of work.
212	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
213	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
214	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
215	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
216	Providing and Fixing ISI Marked SS Sliding door bolts with nuts and screws etc. complete 250x16
217	Providing and Fixing ISI Marked SS tower bolts with nuts and screws etc. complete 250x10 mm
218	Providing and Fixing ISI Marked SS Handle confirming to IS:4992 with nuts and screws etc. complete 125mm
219	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture Steel Works
220	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).
221	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram per litre Inner wall surface
222	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram per litre Ceiling
223	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.
224	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:
225	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 up to 300 mm height including cleaning the surface before treatment.
226	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 waterproofing 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
227	c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
228	d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (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 3mm deep.
229	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 :
230	With average thickness of 120mm and minimum thickness at khurra as 65 mm.
231	Appron Drain along appron 150x150
232	Supply and filling of cinder in sunken protection of toilet and road as per the direction of the Engineer In Charge including all cost of materials , labour etc. required for proper completion of work
233	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 waterproofing 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.
234	(F) Electrical work
235	WIRING
236	Wiring for light point / Fan point / exhaust Fan point / call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable GI box and earthing the point with 1.5 sqmm FR pvc insulated copper conductor single core cable etc. as required Group B
237	Supply and fixing of following sizes of steel conduit along with accessories in surface / recess including painting in case of surface conduit , or cutting the wall and making good the same in cas eof recessed conduit as required. 20 mm
238	Wiring for circuit/ submain wiring along with earth wire with the following size of PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit as required.
239	2x1.5 sqmm + 1x1.5 sqmm earth wire
240	2x2.5 sqmm + 1x2.5 sqmm earth wire
241	2x4.0 sqmm + 1x4.0 sqmm earth wire
242	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
243	5/6 A switch
244	2 way 5/6 A switch
245	15/16 A switch
246	3 pin 5/6 A socket outlet
247	6 pin 15/16 A socket outlet
248	Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required.
249	1 or 2 Module (75mmX75mm)
250	3 Module (100mmX75mm)
251	4 Module (125mmX75mm)
252	Supply and fixing of following ways surface / recess mounting , vertical type , 240 volts, TPN, MCB distribution board of sheet steel , dust protected , duly powder painted inclusive of 200 amps tinned copper busbar, 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) 2+6way , 8 way , double door
253	Supply and fixing of following ways surface / recess mounting , vertical type , 415 volts, TPN, MCB distribution board of sheet steel , dust protected , duly powder painted inclusive of 200 amps tinned copper busbar, 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) 6 way (4+18), double door
254	Supply and fixing 5 amps to 32 amps rating , 240/415 volts, \\"C\\" Curve , maniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. point as required
255	Single Pole
256	Single pole and neutral
257	Supply and fixing of single pole , blanking plate in the existing MCB DB complete etc. as required
258	Supply and fixing following rating , four pole ( three phase & neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps
259	Providing and fixing H.T. danger notice plate of 250mm x200 mm made of mild steel at least 2 mm thick and vitrious enameled white on both side and with inscription in single red colour on front side as required.
260	Earthing with G.I. earth plate 600 mm x 600 mm x6 mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 4.5 metre long etc. with charcoal and salt as required.
261	Supply and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode , including connection / termination with G.I. thimble etc. as required.
262	Supply and laying 25 mm x5 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 50 mm)
263	Laying of 1 no PVC insulated and PVC sheathed / XPLE power cable of 1.1 KV grade of following size direct in ground including excavation , sand cushioning, protective covering and refilling the trench etc as required Above 35 sq mm and up to 95 sq mm
264	Supply and making end termination with brass compression gland and aluminium lugs for follwing size of PVC insulated and PVC sheathed / XPLE aluminium conductor cable of 1.1 KV grade as required. 16 sqmm 4 core
265	Supply and making Outdoor termination with cast resin compund including aluminium lugs and other jointing materials for follwing size of PVC insulated and PVC sheathed / XPLE aluminium conductor cable of 1.1 KV grade as required. 16 sqmm 4 core
266	Supply and fixing of LED tube lights with batten suitable for up to 1x22 watt LED tube light fitting icluding tube on surface compelete in all respects. CAT. AAA
267	(G) INTERNAL WATER SUPPLY AND EXTERNAL SEWERAGE WORK
268	I ) SANITARY INSTALLATIONS & FITTINGS
269	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.
270	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
271	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: 15 mm nominal bore.
272	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore
273	II. INTERNAL SOIL / WASTE PIPE LINE
274	Providing and fixing soil, waste and vent pipes : 100 mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
275	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 100 mm
276	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: for 75 to 100 mm dia pipe
277	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 : Sand cast iron S&S as per IS - 3989
278	Providing and fixing cast iron coller 100 mm dia
279	Providing and fixing cast iron S &S Sanitary bend 100 mm dia
280	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick , bolts and nuts complete 100 mm dia
281	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
282	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
283	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes. 110 mm diameter
284	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.
285	Bend 87.5° 110 mm bend
286	Shoe (Plain) 110 mm Shoe
287	III. INTERNAL & EXTERNAL WATER SUPPLY WORKS
288	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.
289	20 mm nominal outer dia .Pipes.
290	25 mm nominal outer dia .Pipes.
291	32 mm nominal outer dia .Pipes.
292	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.
293	32 mm nominal bore
294	40 mm nominal bore
295	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :
296	32 mm diameter pipe.
297	40 mm diameter pipe.
298	50 mm diameter pipe.
299	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
300	32 mm nominal bore.
301	40 mm nominal bore.
302	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
303	32 mm nominal bore.
304	40 mm nominal bore.
305	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
306	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
307	IV: EXTERNAL SEWERAGE SYSTEM
308	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
309	Providing , laying and jointing glazed stoneware pipes grade A with stiff misture of cement mortar in the proportion of 1:1( 1 cememt: 1 fine sand ) including testing of joints etc. 100 mm diameter S.W. pipe
310	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe
311	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 : 150 mm dia. R.C.C. pipe
312	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm dia RCC pipe
313	Providing and fixing square-mouth S.W. gully trap class SP-1 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. With common burnt clay F.P.S. (non modular) bricks of class designation M-150
314	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm 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 of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
315	Extra depth for manholes Size 90x80cm with FPS bricks class 1
316	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design.
317	(H) SEPTIC TANK AND SOAK PIT
318	Septic Tank ( Size Inner length -3.0m, Width 1.5 m and Total depth 2.40+0.60 m) +0.30
319	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.
320	All kinds of soil
321	In all kind of soil up to 1.50 m to 3.0 m depth
322	In all kind of soil up to 3.0 m to 4.5 m depth
323	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).
324	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
325	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 : 3 graded stone aggregate 20 mm nominal size)
326	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
327	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.
328	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
329	Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) : With 20x20 mm square bar
330	Providing and fixing CI Tee at the inlet outlet of septic tank
331	Providing and fixing 75 mm dia vent
332	Providing and fixing 75 mm dia cast iron terminal guard
333	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality MD-10 Circular shape 500mm internal diameter
334	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. With common burnt clay F.P.S. (non modular) bricks of class designation 150
335	(I) BATHING PLATFORM
336	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
337	Excavating , Supplying , stacking and filling of local earth ( including Royalty) by mechanical transport up to lead of 5.0 KM also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches, plinth, side of foundation etc. complete for all lift
338	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
339	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).
340	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: 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.
341	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
342	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.
343	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 : 3 graded stone aggregate 20 mm nominal size)
344	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
345	Thermo-Mechanically Treated bars. Up to plinth level
346	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
347	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: M-150 Cement mortar 1:4 (1 cement : 4 coarse sand)
348	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) 2.25FM for 230 mm thick
349	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) 2.25 FM 115 mm thick
350	Providing and laying Ceramic glazed floor tiles 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 : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
351	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. 40mm thick with 20mm nominal size stone aggregate.
352	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
353	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
354	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).
355	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.
356	Construction of drain along with appron
357	(J) INTERNAL WATER SUPPLY AND EXTERNAL SEWERAGE WORK
358	I ) SANITARY INSTALLATIONS & FITTINGS
359	Providing and fixing CP Brass long body bib cock of approved quality confirming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
360	Providing and fixing C.P. brass stop cock ( concealed) of standard design and of approved make confirming to IS:8931. 15 mm nominal bore.
361	II. INTERNAL SOIL / WASTE PIPE LINE
362	Providing and fixing soil, waste and vent pipes : 75 mm Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
363	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 75 mm
364	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: for 75 to 100 mm dia pipe
365	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 : Sand cast iron S&S as per IS - 3989
366	Providing and fixing cast iron coller 75 mm dia
367	Providing and fixing cast iron S &S Sanitary bend 75 mm dia
368	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick , bolts and nuts complete 75 mm dia
369	III. INTERNAL & EXTERNAL WATER SUPPLY WORKS
370	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.
371	20 mm nominal outer dia .Pipes.
372	25 mm nominal outer dia .Pipes.
373	32 mm nominal outer dia .Pipes.
374	IV: EXTERNAL SEWERAGE SYSTEM
375	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
376	Providing , laying and jointing glazed stoneware pipes grade A with stiff misture of cement mortar in the proportion of 1:1( 1 cememt: 1 fine sand ) including testing of joints etc. 100 mm diameter S.W. pipe
377	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 100 mm diameter S.W. pipe
378	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 : 150 mm dia. R.C.C. pipe
379	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm dia RCC pipe
380	Providing and fixing square-mouth S.W. gully trap class SP-1 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. With common burnt clay F.P.S. (non modular) bricks of class designation M-150
381	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm 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 of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
382	Providing and fixing of PVC inlet fitting with 2 inlets 80 mm size fabricated from 110 mm dia pvc pipe ( approx length 50 mm to 300 mm ) and fixed to PVC trap with joint and set in cement concrete as per standard drawing complete
383	(K) RAIN WATER HARVESTING WORK
384	(L) STROM WATER DRAIN
385	(M) C.C. ROAD
386	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in alead of 50m. All kinds of soil
387	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).
388	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting, mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel formwork with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately) Cement concrete prepared with batch mixing machine.
389	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
390	Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.
391	(N) STORM WATER DRAIN 300X450 MM
392	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
393	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
394	Brick work in 1:4 cement mortar ( cement : course sand ) in foundation
395	Cement plaster 1:3 ( cement : course sand) finished with floating coat of neat cement
396	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 25 mm thick 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
397	(O) PARTITION WALL (4.9 M HEIGHT)
398	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
399	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).
400	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: M-150 Cement mortar 1:4 (1 cement : 4 coarse sand)
401	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) 2.25FM
402	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 : 3 graded stone aggregate 20 mm nominal size) Foundation , footing , base of columns etc.
403	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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
404	PCC Half round coping
405	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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
406	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
407	Thermo-Mechanically Treated bars. Fe-500 D
408	Centering and shuttering including strutting, propping etc. and removal of form for : Footing
409	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
410	columns , pillere etc.
411	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
412	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).
413	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.
414	Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15mm thick. 200mm wide.
415	(P) GATE ( 3.60 M )
416	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
417	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
418	(Q) SOLAR STREET LIGHT
419	GST Extra as applicable Please Enable Macros to View BoQ information

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Building Construction Tenders

Barrack Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Construction Of 02 Barracks Of 30 Capacity In Place Of Old Barrack In Central Jail Naini, Prayagraj (U.P.) (Notice No. -120/Uppcl/Gm-1/2025-26/E-Tender Dated: 20.03.2026 ), Varanasi-Uttar Pradesh

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of 02 Barracks Of 30 Capacity In Place Of Old Barrack In Central Jail Naini, Prayagraj (U.P.) (Notice No. -120/Uppcl/Gm-1/2025-26/E-Tender Dated: 20.03.2026 ), Varanasi-Uttar Pradesh

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us