Tender For Construction Of 2 Nos 30 Prisoners Barrack (G) At District Jail Gonda (U.P.), Gonda-Uttar Pradesh

TDR : 55061576

Tender Notice
BOQ

7 Days Left

Gonda , Uttar Pradesh

Tender Brief : Tender For Construction Of 2 Nos 30 Prisoners Barrack (G) At District Jail Gonda (U.P.)

Document Fees
₹ 17700 /-

EMD
₹ 420000.0 /-

Tender Value
₹ 2.09 Crore /-

Submission Date
24-04-2026

Competition Type
Indian

Bidding Type
Tender

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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
2	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
3	Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. Ground Floor
4	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).
5	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.
6	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).
7	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.
8	RCC Works 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) Raft
9	Column
10	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). LINTEL GF
11	SLAB GF
12	BEAM GF
13	COLUMN
14	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
15	Above Plinth Level
16	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations , footing etc
17	Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
18	Suspended floors, roofs, landings, balconies and access platform. Slab
19	Columns, Pillars, piers etc columns
20	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)
21	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 345 mm thick
22	for 230 mm thick
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) 2.25 FM Ground Floor + F.F
24	Wood Works 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.
25	Fixing of door, window/ ventilator chawkhat in position Door Chawkhats
26	Window Chawkhats
27	Ventilator chawkhats
28	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.
29	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.
30	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.
31	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.
32	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
33	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
34	Outer Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
35	Inner Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
36	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
37	Finishing Works 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
38	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
39	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
40	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
41	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.
42	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.
43	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.
44	Appron Drain along appron 150x150
45	PLUMBING WORK WATER SUPPLY & SANITATIONProviding 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
46	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
47	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 Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
48	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
49	White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers.
50	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
51	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe 32 mm dia
52	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.
53	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
54	Providing and fixing toilet paper holder : C.P. brass
55	Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. 90 mm O.D.
56	110 mm O.D.
57	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 90 mm
58	110 mm
59	Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 90 mm size
60	110 mm size
61	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. Shoe (Plain) 90 mm Shoe
62	110 mm Shoe
63	Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 90x90x90 mm size
64	110x110x110 mm size
65	Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 90 mm size
66	110 mm size
67	Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 90 mm size
68	110 mm size
69	Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735 110 mm size
70	Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali.
71	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms.
72	Providing & fixing C.P. towel ring round shape 250 mm dia with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality.
73	Providing and fixing 600 mm long C.P. towel rail complete with brackets fixed wooden cleats with CP brass screws with concealed fittings arrangement of approved quality.
74	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
75	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 15 mm nominal outer dia pipes
76	25 mm nominal outer dia pipes
77	32 mm nominal outer dia pipes
78	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 20 mm nominal outer dia Pipes
79	25 mm nominal outer dia Pipes
80	32 mm nominal outer dia Pipes
81	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 15 mm nominal outer dia pipes
82	20 mm nominal outer dia pipes
83	Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore
84	32 mm dia, nominal bore
85	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
86	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 150 mm diameter
87	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls)25 mm nominal outer dia pipes
88	32 mm nominal outer dia pipes
89	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
90	25 mm nominal bore
91	Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25mm nominal bore
92	32mm nominal bore
93	40mm nominal bore
94	Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 15mm nominal bore
95	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore
96	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. 15 mm nominal bore
97	Providing 15 mm dia. inlet C.P. brass Providing and Fixing C.P. Single flow overhead shower (Without Arm)-parryware T9901A1
98	Providing & fixing 15 mm dia. C.P.2-in-1 wall mixture with accessories for shower. .PARRYWARE G3416A1
99	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.
100	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.
101	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter
102	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 : 150 mm diameter S.W./R.C.C. pipe
103	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 7.5
104	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : 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
105	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
106	Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
107	Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
108	ELECTRICAL WORKWiring 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
109	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
110	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. 2x1.5 sqmm + 1x1.5 sqmm earth wire
111	2x2.5 sqmm + 1x2.5 sqmm earth wire
112	2x4.0 sqmm + 1x4.0 sqmm earth wire
113	Supply and fixing stepped type electronic fan regulator on the existing moduler plate switch box including connection but excluding modular plate etc. as required.
114	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.
115	Supply and fixing stepped type electronic fan regulator on the existing moduler plate switch box including connection but excluding modular plate etc. as required.
116	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
117	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
118	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.
119	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.
120	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 Single Pole
121	Single pole and neutral
122	Supply and fixing of single pole , blanking plate in the existing MCB DB complete etc. as required
123	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
124	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.
125	EARTHING 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.
126	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.
127	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)
128	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
129	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
130	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
131	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
132	TOILET & BATHING PLATE FORM (CIVIL WOR)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
133	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
134	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
135	Making apron(with Drain & other )analysis 230x230mm
136	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :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
137	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)Foundation & raft
138	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Slab.
139	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). lintels & beam
140	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
141	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 345 mm thick
142	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)
143	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
144	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Fabrication of hold fast for door chaukhats and windows.
145	Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In charge.
146	Fixing of M.S. Chaukhats (a) Door chaukhats
147	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x4
148	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
149	15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
150	12 mm cement plaster (1) 1 cement : 6 C. sand
151	15 mm cement plaster on rough side of single or half brick wall of mix:1:6 1 cement : 6 C. sand
152	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
153	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
154	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring)
155	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring)
156	Laying trimix hardner topping with mixing compound @ 2 liter per 50 kg of cement or as per manufacture's specification.
157	20 mm thik Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
158	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
159	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)
160	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
161	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.
162	WATER SUPPLY AND SANITARY Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
163	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
164	Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole
165	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
166	SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe.
167	b) 75mm dia centrifugally cast iron S & S pipe.
168	Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 100 mm
169	75 mm
170	Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe.
171	b) for 75mm dia pipe.
172	Providing & fixing cast iron coller. a) 100mm dia.
173	b) 75mm dia.
174	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 :100 mm inlet and 75 mm outlet : Sand cast iron S&S as per IS - 3989 110mm dia
175	Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm
176	b) 75mm
177	Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm
178	75x75x75mm
179	Providing and fixing cast iron terminal guard. 100 mm
180	75 mm
181	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.
182	WATER SUPPLY PIPES AND FITTINGSProviding and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 20mm dia nominal bore
183	25mm dia nominal bore
184	32mm dia nominal bore
185	Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 20mm dia nominal bore
186	25mm dia nominal bore
187	32mm dia nominal bore
188	Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall a) 15mm dia nominal outer dia pipes
189	a) 20mm dia nominal outer dia pipes
190	Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
191	32 mm nominal bore
192	Providing and fixing ball valve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore
193	Providing & fixing 15 mm nominal bore CP brass bib cock of approved quality conforming to IS 8931.
194	Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
195	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 fitting and base support for tank. 1000 litres capacity
196	EXTERNAL SITE DEVELOPMENTSEPTIC TANK WITH SOAK PIT Size :- Length =7.5M. Width = 3.10M Total Depth =3.0MEarth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m . In all kind of soil upto 1.5m depth
197	In all kind of soil upto 1.5m to 3.0m. depth
198	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
199	Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work.
200	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.
201	40 mm thick cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
202	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (Slabs)
203	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
204	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
205	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
206	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
207	Providing & fixing 75mm dia vent pipes.
208	Providing & fixing of 75mm dia cast iron terminal guard.
209	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter
210	L.D. -2.5- Circular shape 450mm internal diameter
211	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks
212	ENCLOSURE WALL (100 MTR) 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
213	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).
214	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)
215	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
216	RCC Works 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.
217	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). beam
218	PCC Half round coping
219	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)
220	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
221	Centering and shuttering including strutting, propping etc. and removal of form for : Footing
222	Lintels, beams, plinth beams, girders, bressumers and cantilevers. Beam
223	columns , pillere etc.
224	Plaster Works Outer Plaster 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
225	Finishing Works 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
226	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.
227	Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15mm thick. 200mm wide.
228	STORM WATER DRAIN 300 MM X 450 MMEarth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer- in- charge with in a lead of 50m .
229	Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
230	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).
231	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.
232	40 mm thick cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
233	RAIN WATER HARVESTING WORKEarth 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
234	Extra for every additional lift of 1.5 m to 3.0 m depth All kinds of soil.
235	Extra for every additional lift of 3.0 m to 4.5 3.0 m depth All kinds of soil.
236	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).
237	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)
238	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).
239	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
240	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
241	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
242	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
243	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
244	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
245	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.
246	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.
247	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.
248	DE-SILTING CHAMBER 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
249	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
250	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
251	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).
252	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
253	12 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
254	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
255	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
256	DRAINAGE NETWORK 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
257	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
258	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
259	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
260	External Electrical Work. External Light Feeder PillarSupply installing testing & commissioning of outdoor type feeder pillar compartmentalised design, dust tight & vermin proof made out of 14 gauge M.S. sheet, stove powder coated complete as required with following incomming & outgoing as per detail below.Incoming 63 Amp. 16 KA FP MCCB 1 No. Astronomical TimerBUSBARS 1 Nos. 100 Amp FP busbars of aluminium alloy as per SLD Outgoing 25 Amp. 10KA DP MCB 6 No.
261	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 6 sq. mm 2 core
262	4CX16Sq.mm Cable
263	3.5CX150Sq.mm Cable
264	Supplying and making end termination with brass compressiongland and aluminium lugs for following size of PVC insulatedand PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required. 4 X 16 sq. mm (28mm)
265	3½ X 150 sq. mm (50mm)
266	Earthing with G.I. earth pipe 4.5 metre long, 40 mm diaincluding accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required.
267	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
268	Providing and fixing 25 mm X 5 mm G.I. strip on surface or inrecess for connections etc. as required.
269	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metrebelow ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
270	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
271	Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
272	Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT- AAA
273	Providing, laying and fixing following dia RCC pipe NP2 class(light duty) in ground complete with RCC collars, jointing withcement mortar 1:2 (1 cement : 2 fine sand) including trenching(75 cm deep) and refilling etc as required. 300mm Dia
274	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 200mm Dia
275	S/F of cable root marker
276	S/F of Shock treatment chart
277	S/F of LT/HT Danger Notice Plate
278	SUBMERSIBLE PUMPBoring/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
279	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
280	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
281	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
282	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)
283	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)
284	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.
285	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. 150 mm dia
286	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. 150 mm.dia
287	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
288	Providing and fixing G.I. pipes complete with G.I. fittings induding trenching and refilling etc. 80 mm dia nominal bore
289	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
290	Supply of Submersibule pump with control panel, support wire etč. complete 2.0 H.P. (KSB / EQ.)
291	Installation of India Marka - II Hand Pump (50 Metre Bore Depth)India marks-II hand ISI market with Cylinder & Conection road complete
292	Supply of 110mm dia plain PVC (6 kg/sqcm) Pressure
293	Supply of 63mm dia plain PVC (6 kg/sqcm) Pressure
294	50mm dia PVC strainer 4mt Long ridded with stander trap & Spaciales
295	Supply of PVC Soket 110m dia
296	Nylon mesh narial rope around stariner
297	Supply of medium class GI pipe 32mm B class
298	Providing necessary boaring T&P including making arrangement of water for boaring 200mm dia bore hole by Rig machine in all type of starta complete item 30 metre B.G.L
299	Beyond 30 metre
300	Supply of labour T&P and jointing & lowering of PVC pipe consisting of 110mm & 50 mm dia bore long ribbed PVC Strainer & Cavity complete 30 metre B.G.L
301	Beyond 30 metre
302	Supply of labour T &P and jointing & lowering of PVC pipe consisting of 110mm & 50mm dia bore ribbed PVC strainer & cavity complete
303	Development of bore by manual labour till discharge is free from turbity complete item
304	Supply & using of PVC cemnt solvent
305	Supply of all material labour T & P required for proper completion of work to construct cement concrete (1:2:4) platform of 1.50 mt dia for hand pump as per drawing with P.C.C (1:5:10)
306	Supply of steel wire rope
307	Installation of India Marka-II hand pump over the bore hole as per direction of E/I and Installtion
308	C.C. ROAD 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
309	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).
310	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.
311	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)
312	Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.
313	GST extra as per applicable Please Enable Macros to View BoQ information

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Tender For Construction Of 2 Nos 30 Prisoners Barrack (G) At District Jail Gonda (U.P.), Gonda-Uttar Pradesh

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