Tender For Cconstruction Of 02 No. Barracks Of 30 Capacity (Including Enclosure Wall Approximately 325 Meters) By Demolish The Old Barracks In Central Jail Fatehgarh, District -Farrukahbad (U.P.) (Notice No. -04/Uppcl/Gm-7/E-Tender/2026-27 Dated: 06., Farrukhabad-Uttar Pradesh

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Farrukhabad , Uttar Pradesh

Tender Brief : Tender For Cconstruction Of 02 No. Barracks Of 30 Capacity (Including Enclosure Wall Approximately 325 Meters) By Demolish The Old Barracks In Central Jail Fatehgarh, District -Farrukahbad (U.P.) (Notice No. -04/Uppcl/Gm-7/E-Tender/2026-27 Dated: 06.

Document Fees
₹ 17700 /-

EMD
₹ 703000.0 /-

Tender Value
₹ 3.51 Crore /-

Submission Date
21-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Construction of 02 No. barracks of 30 capacity (Including enclosure wall approximately 325 meters) by demolish the old barracks in Central Jail Fatehgarh, District -Farrukahbad (U.P.)
2	BARRACK (30 PERSON) 2 Nos (G+1)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
3	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
4	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. Ground Floor
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
6	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.
7	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).
8	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.
9	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (a) Raft
10	(b) Beam
11	(c) Column
12	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). (a) LINTEL GF+FF
13	(b) SLAB GF+FF
14	(c) BEAM GF+FF
15	(d) COLUMN
16	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. (a) Up to plinth level
17	(b) Above Plinth Level
18	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations , footing etc
19	Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
20	Suspended floors, roofs, landings, balconies and access platform. Slab
21	Columns, Pillars, piers etc columns
22	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)
23	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(a) For 345 mm thick
24	(b) for 230 mm thick
25	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 (a) Ground Floor + F.F
26	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.
27	Fixing of door, window/ ventilator chawkhat in position (a) Door Chawkhats
28	(b) Window Chawkhats
29	(c) Ventilator chawkhats
30	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.
31	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.
32	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.
33	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.
34	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
35	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
36	Outer Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
37	Inner Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
38	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
39	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
40	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). Outer Side
41	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
42	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
43	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.
44	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
45	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.
46	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 up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with 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 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. 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. 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 120mm and minimum thickness at khurra as 65 mm.
47	Appron Drain along appron 150x150
48	INTERNAL WATER SUPPLY AND EXTERNAL SEWERAGE WORK
49	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.
50	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.
51	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.
52	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
53	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.
54	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.
55	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
56	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: 15 mm nominal bore.
57	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
58	Providing and fixing soil, waste and vent pipes : (a) 100 mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
59	(b) 75 mm Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
60	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: (a) 100 mm
61	(b) 75 mm
62	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
63	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
64	Providing and fixing cast iron coller (a) 100 mm dia
65	(b) 75 mm dia
66	Providing and fixing cast iron S &S Sanitary bend (a) 100 mm dia
67	(b) 75 mm dia
68	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick , bolts and nuts complete (a) 100 mm dia
69	(b) 75 mm dia
70	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.
71	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
72	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
73	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. (a) Bend 87.5° 110 mm bend
74	(b) Shoe (Plain) 110 mm Shoe
75	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. (a) 20 mm nominal outer dia .Pipes.
76	(b) 25 mm nominal outer dia .Pipes.
77	(c)32 mm nominal outer dia .Pipes.
78	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. (a) 32 mm nominal bore
79	(b) 40 mm nominal bore
80	(c) 50 mm nominal bore
81	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 : (a) 32 mm diameter pipe.
82	(b) 40 mm diameter pipe.
83	(c) 50 mm diameter pipe.
84	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 : (a) 32 mm nominal bore.
85	(b) 40 mm nominal bore.
86	(c) 50 mm nominal bore.
87	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a) 32 mm nominal bore.
88	(b) 40 mm nominal bore.
89	(c) 50 mm nominal bore.
90	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.
91	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
92	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
93	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
94	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
95	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
96	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
97	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
98	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
99	Extra depth for manholes Size 90x80cm with FPS bricks class 1
100	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.
101	INTERNAL ELECTRIFICATION
102	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
103	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
104	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. (a) 2x1.5 sqmm + 1x1.5 sqmm earth wire
105	(b) 2x2.5 sqmm + 1x2.5 sqmm earth wire
106	(c) 2x4.0 sqmm + 1x4.0 sqmm earth wire
107	Supply and fixing stepped type electronic fan regulator on the existing moduler plate switch box including connection but excluding modular plate etc. as required.
108	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.
109	Supply and fixing stepped type electronic fan regulator on the existing moduler plate switch box including connection but excluding modular plate etc. as required.
110	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
111	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
112	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.
113	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.
114	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 (a) Single Pole
115	(b) Single pole and neutral
116	Supply and fixing of single pole , blanking plate in the existing MCB DB complete etc. as required
117	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
118	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.
119	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.
120	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.
121	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)
122	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
123	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
124	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
125	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.
126	SEPTIC TANK AND SOAK PIT
127	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. (a) All kinds of soil
128	(b) In all kind of soil up to 1.50 m to 3.0 m depth
129	(c) In all kind of soil up to 3.0 m to 4.5 m depth
130	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).
131	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)
132	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)
133	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
134	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.
135	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.
136	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
137	Providing and fixing CI Tee at the inlet outlet of septic tank
138	Providing and fixing 75 mm dia vent
139	Providing and fixing 75 mm dia cast iron terminal guard
140	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
141	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
142	DAY TOILET
143	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
144	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. Ground Floor
145	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).
146	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.
147	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).
148	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.
149	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
150	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). (a) LINTEL
151	(b) SLAB
152	(c) BEAM
153	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. (a) Up to plinth level
154	(b) Above Plinth Level
155	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
156	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. Slab
157	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)
158	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) 2.25FMfor 230 mm thick
159	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
160	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.
161	Fixing of door, window/ ventilator chawkhat in position Door Chawkhats
162	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.
163	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.
164	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.
165	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.
166	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
167	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
168	Outer Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
169	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
170	Providing and Fixing ISI Marked SS Sliding door bolts with nuts and screws etc. complete 250x16
171	Providing and Fixing ISI Marked SS tower bolts with nuts and screws etc. complete 250x10 mm
172	Providing and Fixing ISI Marked SS Handle confirming to IS:4992 with nuts and screws etc. complete 125mm
173	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
174	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). Outer Side
175	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
176	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
177	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.
178	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 up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with 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 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. 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. 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 120mm and minimum thickness at khurra as 65 mm.
179	Appron Drain along appron 150x150
180	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
181	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.
182	INTERNAL WATER SUPPLY AND EXTERNAL SEWERAGE (DAY TOILET)
183	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.
184	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
185	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: 15 mm nominal bore.
186	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
187	Providing and fixing soil, waste and vent pipes : 100 mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
188	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: (a) 100 mm
189	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
190	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
191	Providing and fixing cast iron coller 100 mm dia
192	Providing and fixing cast iron S &S Sanitary bend 100 mm dia
193	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick , bolts and nuts complete 100 mm dia
194	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.
195	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
196	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
197	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. Bend 87.5° 110 mm bend
198	Shoe (Plain) 110 mm Shoe
199	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. (a) 20 mm nominal outer dia .Pipes.
200	(b) 25 mm nominal outer dia .Pipes.
201	(c) 32 mm nominal outer dia .Pipes.
202	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. (a) 32 mm nominal bore
203	(b) 40 mm nominal bore
204	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 : (a) 32 mm diameter pipe.
205	(b) 40 mm diameter pipe.
206	(c) 50 mm diameter pipe.
207	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 : (a) 32 mm nominal bore.
208	(b) 40 mm nominal bore.
209	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a) 32 mm nominal bore.
210	(b) 40 mm nominal bore.
211	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.
212	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
213	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
214	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
215	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
216	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
217	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
218	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
219	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
220	Extra depth for manholes Size 90x80cm with FPS bricks class 1
221	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.
222	BATHING PLATFORM
223	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
224	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
225	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. Ground Floor
226	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).
227	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.
228	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).
229	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.
230	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
231	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. Up to plinth level
232	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
233	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)
234	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) 2.25FMfor 230 mm thick
235	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
236	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.
237	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.
238	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
239	Outer Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
240	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). Outer Side
241	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.
242	Construction of drain along with appron
243	INTERNAL WATER SUPPLY AND EXTERNAL SEWERAGE (BATHING PLATFORM)
244	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
245	Providing and fixing C.P. brass stop cock ( concealed) of standard design and of approved make confirming to IS:8931. 15 mm nominal bore.
246	Providing and fixing soil, waste and vent pipes : 75 mm Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
247	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 75 mm
248	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
249	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
250	Providing and fixing cast iron coller 75 mm dia
251	Providing and fixing cast iron S &S Sanitary bend 75 mm dia
252	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick , bolts and nuts complete 75 mm dia
253	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. (a) 20 mm nominal outer dia .Pipes.
254	(b) 25 mm nominal outer dia .Pipes.
255	(c) 32 mm nominal outer dia .Pipes.
256	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
257	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
258	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
259	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
260	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
261	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
262	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
263	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
264	RAIN WATER HARVESTING
265	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
266	Extra for every additional lift of 1.5 m to 3.0 m depth All kinds of soil.
267	Extra for every additional lift of 3.0 m to 4.5 3.0 m depth All kinds of soil.
268	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
269	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)
270	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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).
271	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. Fe-500 D
272	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
273	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
274	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500mm internal diameter
275	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 300 mm dia Drilling of 300 mm dia bore hole manually
276	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm Nominal Size dia
277	Supply and filling , spreading and levelling gravels of size range 5 mm to 10 mm , in the recharge pit , over the existing layer of boulders in required thickness , for all lead and lift , all complete as per direction of Engineer In Charge.
278	Supply and filling , spreading and levelling course sand of size range 1.5 mm to 2 mm , in the recharge pit , over the existing layer of boulders in required thickness , for all lead and lift , all complete as per direction of Engineer In Charge.
279	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.
280	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
281	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).
282	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)
283	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).
284	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. Fe-500 D
285	12 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
286	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
287	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500mm internal diameter
288	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 : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
289	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
290	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 diameter S.W. pipe
291	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 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
292	C.C. ROAD
293	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
294	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).
295	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.
296	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)
297	Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.
298	BORING
299	Boring/drilling bore well of required dia for casing/ strainer pipa, by suitable method prescribed in IS: 2800 (part I), Including collIecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plents & machineries required for the job, all complete as per direction of Engineer -in charge, upto 90 metre depth below ground leval.ALL TYPE OF SOIL 350 mm dia
300	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IG: 2800 (part I), including collecting sample from differeht streta, preparing and submitting strata chart/ bore log. including hire & running charges of all equipments, toots, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata lnciuding Boulders 350 mm dia
301	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Résistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of raquired dia, conformlng to IS: 4270, of reputed & approved make, lnduding painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm
302	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Rasistance FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pips (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, induding painted with outside surface with two coats of anticorrosive bitumestic paint of approvad brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for alt deptha, as per direction of Engineer -in-charge. 200 mm nominal size dia
303	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit over the existing Iayer of boulders, in required thickness, for all leads & Iifts, all compete as per direction of Engineer-in-charge. Around Pipe(3.140.150.15*90.00)
304	Gravel packing in tubewsll construction in accordance with IS: 4097, including providing gravel fine/ medium/ .coarse, in required grading. & sizes. as per actual requirement, all complete as per direction of Engineer-in-charge. (3.141.501..50*0.20)
305	Development of tube well in accordance with IS : 280D (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limît), with required capacity air compressor, running the compressor for required time. tifl well ïs fully developed, measuring yield of well by 'V* notch method or any other approved method, measuńng static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of aİr compressor, tools & accessories etc., .all as per requirement and direction of Engineer-in-charge.
306	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable ae per requirement, all complete for bore well of. 15ü mm dia
307	Providing and fixing M.S. clamp of required dia to the top of casings housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1õß mm.dia
308	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe.assembly of tube well as per IS:2800 (part I). 150 mm dia
309	Providing and fixing G.I. pipes complete with G.I. fittings induding trenching and refilling etc. 80 mm dia nominal bore
310	Supplying and drawing following sizes.of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steël/ PVC conduit as required. 10 x 4 sq. mm
311	Supply of Submersibule pump with control panel, support wire etč. complete 2.0 H.P. (KSB / EQ.)
312	STORM WATER DRAIN
313	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
314	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).
315	Brick work in 1:4 cement mortar ( cement : course sand ) in foundation
316	Cement plaster 1:3 ( cement : course sand) finished with floating coat of neat cement 12 mm plaster
317	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)
318	PARTITION WALL
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. All kinds of soil
320	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).
321	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)
322	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
323	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.
324	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). (a) beam
325	(b) PCC Half round coping
326	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)
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. Fe-500 D
328	Centering and shuttering including strutting, propping etc. and removal of form for : Footing
329	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. (a) Beam
330	(b) columns , pillere etc.
331	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
332	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). Outer Side
333	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.
334	Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15mm thick. 200mm wide.
335	M.S. GATE
336	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
337	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
338	SOLAR LIGHT
339	Design, Supply, Installation, Commissioning and 5 years Warranty with comprehensive Maintenance of complete Solar Street Lighting system with performance specifications of a White Light Emitting Diode (W-LED) light source based solar lighting system inclusive of all taxes & duties, storage, transportation up to site, GST, insurance etc what so ever and any other job required to properly execute the complete work, The broad performance specifications of a White Light Emitting Diode (W-LED) light source based solar lighting system are given below - ( White Light Emitting Diode (W-LED) 18 Watt(LED +Driver) White colour (colour temperature 5500-6500 K). The Lumen efficacy of LEDminimum 135 lumens/Watt and the lumens output (luminous flux) of luminaries should be >2250 lumen. The illumination should be uniform without dark bands or abrupt variations, and soothing to the eye. Higher light output will be preferred.
340	GST Extra as applicable Please Enable Macros to View BoQ information

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Tender For Cconstruction Of 02 No. Barracks Of 30 Capacity (Including Enclosure Wall Approximately 325 Meters) By Demolish The Old Barracks In Central Jail Fatehgarh, District -Farrukahbad (U.P.) (Notice No. -04/Uppcl/Gm-7/E-Tender/2026-27 Dated: 06., Farrukhabad-Uttar Pradesh

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Tender For Cconstruction Of 02 No. Barracks Of 30 Capacity (Including Enclosure Wall Approximately 325 Meters) By Demolish The Old Barracks In Central Jail Fatehgarh, District -Farrukahbad (U.P.) (Notice No. -04/Uppcl/Gm-7/E-Tender/2026-27 Dated: 06., Farrukhabad-Uttar Pradesh

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