Tender For Construction Of Bus Station At Gyanpur District-Bhadohi(Notice No. -26/Uppcl/Gm-1/2025-26/E-Tenderdated: 03.05.2025), Gyanpur-Uttar Pradesh

TDR : 49026309

Tender Notice
BOQ

Expired

Gyanpur , Uttar Pradesh

Tender Brief : Tender For Construction Of Bus Station At Gyanpur District-Bhadohi(Notice No. -26/Uppcl/Gm-1/2025-26/E-Tenderdated: 03.05.2025)

Document Fees
₹ 17700 /-

EMD
₹ 338000.0 /-

Tender Value
₹ 1.69 Crore /-

Submission Date
16-05-2025

Competition Type
Indian

Bidding Type
Tender

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1	Construction of Bus Station at Gyanpur District-Bhadohi
2	(Civil work)
3	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.
4	Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete
5	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
6	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
7	Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto plinth level
8	Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above plinth to floor-V lvl
9	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.
10	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration
11	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
12	Foundations, footings, bases of columns, etc. for mass concrete.
13	Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick
14	Columns,Pillars, Piers, Abutments, Posts and Struts.
15	Edges of slabs and breaks in floors and walls Under 20 cm wide.
16	M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
17	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
18	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
19	Brick Work with common burnt clay ( non modular) bricks of class - 150 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)
20	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floorV level.Cement mortar 1:4 (1 cement :4 coarse sand)
21	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:
22	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.
23	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.
24	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.
25	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.
26	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 :
27	With average thickness of 120 mm and minimumthickness at khurra as 65 mm.
28	Fixing of Doors, windows / ventilators chaukhats in position.
29	(a) Door chaukhats
30	(b) Window chaukhats
31	(c) Ventilator chaukhats
32	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
33	(a) Single leaf
34	Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length (hold fast lugs ordash fastener shall be paid for separately). Second class teak wood
35	Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick
36	Supply and fixing of anodised /aluminium windows having 2 mm thick aluminium section excluding coating & an average coating of 20 micron fully glazed made of aluminium door tube size 83.5x 44.65 mm as vertical member & 1114.00 x 44.45 mm size tube in bottom and horizontal members door chaukhat should be of aluminium tublar vertical with two openable shutters. The rate will include cost of material fixtures, 5mm glass handles, locks, screw necessary beeding & excluding cost of floor spring if required for proper completion of work as per direction of Engineer I/C.
37	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodiccoating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P.brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and directionof Engineer-in-charge. (Only weight of grill to be measured for payment).
38	Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :
39	30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood
40	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and1.4 mm aperture on both sides
41	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
42	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and anufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).
43	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
44	15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
45	12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand)
46	20 mm th.Cement plaster skirting up to 30 cm height, with cement mortar 1:2 (1cement : 2 coarse sand), finished with a floating coat of neat cement. in edging wall
47	Extra for Providing and fixing flush doors with decorative veneering insteadof non decorative ISI marked flush door shutters conforming to IS: 2202(Part I)
48	Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
49	Fabrication of holdfast for door, chaukhats and windows.
50	Providing & fixing of door / windows grill.
51	Z-Section steel windows with Openable panels, excluding Glass panes.
52	Angle iron chaukhat (40x40x5)
53	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
54	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate
55	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
56	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
57	Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red
58	Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red
59	Supply and fixing 6 mm China white glazedtiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm).
60	Wood Painting: Steel Painting Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work.
61	Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : Two coats Internal wall surface)
62	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).
63	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.
64	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete. (a) 250mm x 16mm.
65	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete
66	300 x 10mm
67	200 x 10mm
68	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete (a) 125 mm.
69	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
70	Supply andfixingrollingsuttersof approved make madeof 80125 mm(3\"18 gauge) cold rolled MS Lath interlocked through theirentire length andjoined together at the end by locks and mounted on specially designedpipeshaftwith brackets,side guides and arrangements for inside and outside locking with push and pull operationcomplete including the cost of top cover and spring.
71	Providingandfixingball bearing for rollong shutters .
72	Providing and fixing cup board shutters with 25 mm thick veneered particleboard IS : 3097 marked, exterior grade (Grade I), of approved make,including IInd class teak wood lipping of 25 mm wide x 12 mm thickwith necessary screws and bright finished stainless steel piano hinges,complete as per direction of Engineer-in-Charge. With decorative veneering on one side and commercialveneering on other side
73	Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarsesand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforcedwith 1.6 mm dia mild steel wire, including centering and shuttering,roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc. complete, excluding plastering of the jambs, sills andsoffits 40mm thk
74	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
75	Steel work inbuilt uptublartrusses includingcutting, hoisting, fixingin position andapplying a priming coat of approvedsteelprimer,elded and bolted including specialshappedwashersetc. complete: Electric resistance or induction butt welded tubes.
76	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
77	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand)
78	15 mm cement plaster on rough side of single or half brick wall ofmix: 1:4 (1 cement: 4 coarse sand) plate form in side
79	PLUMBING WORKS
80	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
81	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
82	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
83	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:
84	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap.
85	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipea) 32mm dia
86	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.
87	Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms.
88	Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms.
89	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. 110mm diameter
90	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.
91	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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. 110mm
92	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
93	Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall 32mm dia nominal bore
94	Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.32mm dia nominal bore.
95	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 1.00m 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
96	20mm dia nominal outer dia pipes
97	25mm dia nominal outer dia pipes
98	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.
99	15mm dia nominal outer dia pipes
100	20mm dia nominal outer dia pipes
101	25mm dia nominal outer dia pipes
102	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore
103	Providing & fixing CP brass bib cock of approved quality conforming to IS 893115mm nominal bore
104	Providing & 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
105	Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 15mm nominal bore
106	Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
107	Providing and fixing gun metal gate valve with wheel of approved quality.
108	25mm dia nominal bore
109	20 mm dia nominal bore
110	32mm dia nominal bore
111	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore
112	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.
113	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,
114	in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
115	Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia.
116	Providing, laying and joining glazed stone ware 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.
117	100mm diameter
118	150mm diameter
119	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
120	100mm diameterS.W. Pipe
121	150mm diameterS.W. Pipe
122	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 300x300 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 typeWith Sewer bricks conforming to IS : 4885
123	Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).
124	With FPS bricks of class designation 75
125	(i) For Sewer Line
126	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design
127	With 20x20 mm square bar
128	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 coupler 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, bend, tee and y-tee including supply of all materials laborers and T&P. required for proper completion of work.
129	75 mm O.D.
130	110 mm O.D.
131	Supply and fixing of UPVC S.W.R. pipes nahani traps size 100x75, 110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.
132	Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.
133	Size 75 mm
134	Size 110 mm
135	Supply and fixing ofUPVC S.W.R. plain tee confirming to IS-14735.
136	Size 75x75x75 mm
137	Size 110x110x110 mm
138	Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
139	15mm dianominal bore
140	Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).
141	15mm dia nominal bore
142	25mm dia nominal bore
143	Supply of 110 mm dia PVC casing pipe for boring 6 kg/sqcm
144	Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.
145	plate form
146	Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm 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 manufactures\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
147	EXTERNAL WATER SUPPLY SYSTEM
148	Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,
149	in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
150	Pipes, cables etc. not exceeding 80mm dia.
151	Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc.
152	External work
153	25mm nominal bore.
154	32mm nominal bore.
155	50mm nominal bore.
156	80mm nominal bore.
157	Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.
158	25 mm diameter pipe
159	32 mm diameter pipe
160	50 mm diameter pipe
161	80 mm diameter pipe
162	Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
163	25 mm nominal bore
164	32 mm nominal bore
165	50 mm nominal bore
166	80 mm nominal bore
167	Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
168	With F.P.S. bricks
169	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
170	25 to 40 mm dia nominal bore
171	50 to 80 mm dia nominal bore
172	Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.
173	40 mm nominal outer dia Pipes
174	50 mm nominal outer dia Pipes
175	Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc.
176	40 mm nominal outer dia Pipes
177	Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).
178	40mm dia nominal bore
179	50mm dia nominal bore
180	Providing and fixing gun metal gate valve with wheel of approved quality.
181	40mm dia nominal bore
182	ELECTRICAL WORKS
183	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
184	Group C
185	Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required.
186	2X1.5 sqmm + 1x1.5 sqmm earth wire
187	2X2.5 sqmm + 1x 2.5 sqmm earth wire
188	2X4.0 sqmm + 1x 4.0 sqmm earth wire
189	2X6.0 sqmm + 1x 6.0 sqmm earth wire
190	Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
191	Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 20mm
192	Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required.
193	TV antenna socket outlet
194	Supply and fixing of stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
195	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
196	Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required.
197	1 or 2 module(75mm X 75 mm )
198	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required.
199	Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required.
200	Supplying and fixing brass batten/angle holder including connectionetc. as required.
201	Instalation,testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required.
202	Installation, testing and commissioning of prewired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required.
203	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.Including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
204	Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.
205	Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required.
206	upto 450 mm sweep.
207	Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes.
208	Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, `C` curve including connections, painting etc. as required.
209	Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screwed, one loc at the conrners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
210	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Disect Current(BLDC) motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value(CM/M/W) minimum 6, Air delivery minimum 210 Cum/Min, 350 RPM(tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise= 75 degree C(max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
211	Supplying and fixing followingway, single pole and neutral sheet steel, MCB distribution board, 240 V on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).
212	12 way, Double door
213	Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C\" series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required.
214	Single Pole
215	Double Pole
216	Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
217	Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required.
218	Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with 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)
219	Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required.
220	Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 100 mm Dia
221	Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
222	Upto 35 sq. mm
223	Above 35 sq. mm and Upto 95 sq. mm.
224	Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
225	2 X 10 sqmm. (19mm)
226	Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required.
227	50 mm Dia(Rate taken From Civil DSR 2021-18.12)
228	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required.
229	Supplying and fixing followingway, single pole and neutral sheet steel, MCB distribution board, 240 V on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).
230	6 way, Double door
231	Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
232	2 X 6 sqmm. (19mm)
233	4 X 16 sqmm. (28mm)
234	3.5 X 70 sqmm. (38mm)
235	Supply of following size of 1.1 KV grade multicore aluminum conductor PVC sheathed armored cable as per IS 1554-1988.
236	6 sqmm 2.0 core
237	10 sqmm 2.0 core
238	16 sqmm 4.0 core
239	35 sqmm 3.5 core
240	70 sqmm 3.5 core
241	EXTERNAL LIGHTING
242	Supply, installation, testing and commissioning of external post top lantern with followingand complete as required. 6m hight (5.0m above ground) 65mm dia GI pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm and provision for mounting junction box etc. -1 set
243	Erection of pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation, refilling, secured with holding clamps, bolts, nuts, alignment of poles casting etc. including 100 mm thick lean concrete provided at the bottom.
244	LED type 50 watt(street light) fittings of all types with all accessories.
245	Suitable size control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminals with 1 no. 5A fuses complete.-1set
246	Suitable number (1) 40mm dia class-B GI Pipes from above control box to up to 0.5 meter below ground level for power cable entry.
247	Supply of 10 sqmm2 core size of 1.1 KV grade multicore aluminum conductor PVC sheathed armoured cable as per IS :1554 (part I)
248	10 sqmm 2 core
249	Supply and erection of1X10 Watt mirror with light complete in all respect.
250	Supply & fixing of7/9 Watt LED BULB complete in all respect.
251	Supply and fixing of LED Tube Light with batten suitable for 1X20 watt LED tube light complete including tube etc. on surface complete in all respect.
252	Supply & fixing of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Light having Powder coated die cast aluminum housing with heat sink, diffuser/Reflector and driver set complete in all respect.
253	Supplyof AC 230/250 Volts, 50 Hz 55W, 1400 rpm exhaust fan including providing nuts, bolts, mounting frames and other accessories including connections etc. complete as required-Make: Havells or equivalent
254	300mm sweep.
255	Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB’s (Four Pole 36 KA with thermal magnatic release) Switches complete and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA, P.F, KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB’s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.
256	The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A & B only.
257	The minimum clearances between bus bars shall be as follows :
258	Phase to phase - minimum 20mm
259	Phase to neutral-minimum 15mm
260	CUBICAL PANEL BOARD ( MCCB TYPE )
261	SUB PANEL-1 (IN SUBSTATION)
262	Incoming :
263	one (1)No.250Amp. MCCB-1No.
264	Metering :
265	One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
266	One (1) No. (0-250A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
267	One (1) Set of Phase Indication Lamp.
268	Bus Bar :
269	One (1) No.315 A, TPN aluminimum bus bar of suitable length.
270	Outgoing :
271	Phase indication lamps on each outgoing to be provided.
272	100 Amp. 4P MCCB- 1 No.
273	63 Amp. 4P MCB- 1 No.
274	32 Amp. SP MCB-2 No.
275	100 Amp. 4P MCCB- 1 No-Spare.
276	63 Amp. 4P MCB- 1 No-Spare.
277	OR outgoing as per site requirment
278	FIRE FIGHTING SYSTEM
279	Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS:15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and laborers for proper completion of work.
280	Supply & fixing of CO2 type fire extinguisher,6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
281	Supplying and fixing of fireman axe. - ISO-13485:2016 & OHSAS 18001:2007 Certified.
282	Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted “FIRE” in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete.Make : Standard Make
283	Supplying and fixing of Self Glow Exit signage for stairs and exits made out from not less than 4mm of transparent acrylic sheet of 300x150mm size with self illuminated plastic words of 100mm height suspended from ceiling by means of M.S. chain or fixed of the walls as required and as directed at site.(Make - Agni Suraksha (ASES)/Securation-aka/System Sensor)
284	Hand Pump
285	India mark-II hand pump ISI mark with Cylinder & Connection road complete
286	Supply of 110mm dia plain PVC (6 kg/sqcm pressure)
287	Supply of 63mm dia plain PVC (6 kg/sqcm pressure)
288	50mm dia PVC strainer 4mtr Long ride with standard trap & Specials
289	Supply of PVC Socket 110m dia
290	Nylon mesh Nariel rope around strainer
291	Supply of medium class GI pipe 32mm B class
292	Providing necessary boring T&P including making arrangement of water for boring 200mm dia bore hole by Rig machine in all type of strata complete item
293	30 metre B.G.L
294	Beyond 30 metre
295	Supply of labour T&P,jointing & lowering of PVC pipe consisting of 110mm & 50 mm dia bore long ribbed PVC Strainer & Cavity complete
296	30 metre B.G.L
297	Beyond 30 metre
298	Supply of labour T &P, jointing & lowering of PVC pipe consisting of110mm & 50mm dia bore ribbed PVC strainer & cavity complete
299	Development of bore by manual labour till discharge is free from turbidity complete item
300	Supply & using of PVC cement solvent
301	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)
302	Supply of steel wire rope
303	Installation of India Mark-II hand pump over the bore hole as per direction of E/I.
304	SEPTIC TANK , SIZE OF TANK-Length = 5.7 M. Width =2.1 M Total Depth =3.00M
305	Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.
306	In all kind of soil upto 1.5m depth
307	In all kind of soil upto 1.5m to 3.0m. depth
308	In all kind of soil upto 3.0m to 4.50m. depth
309	Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20 mm nominal size)
310	Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stoneaggregate 20mm normal size).
311	Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
312	Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete.
313	Centring and shuttering including struting , proping etc and removal of form for slab.
314	15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand)
315	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
316	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.
317	Providing and fixing C.I. tee at the inlet and outlet of septic tank.
318	Providing & fixing 75mm dia vent pipes.
319	Providing & fixing of 75mm dia cast iron terminal guard.
320	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
321	M.D. -10- Circular shape 500mm internal diameter
322	L.D. -2.5- Circular shape 450mm internal diameter
323	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.
324	SUBMERSIBLE PUMP
325	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.
326	400 mm dia
327	Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamples 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 directionof Engineer -in-charge, beyond 90 metre & upto 150 metre depthbelow ground level.
328	400 mm dia
329	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
330	200 mm nominal size dia
331	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.
332	200 mm nominal size dia
333	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.
334	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
335	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :200 mm dia
336	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp.
337	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia.
338	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore
339	Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)
340	Constructing masonry Chamber 60x60x75 cm inside, in brick workin cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :
341	Supply of 100mm dia Johnson screen.
342	Supply of submersible pump 2.5HP with control panel, support wire etc. complete. Make - KSB or equivalent.
343	Supply and fixing of copper cable ISI marked submersible cable of size4 sq mm - Make - Finolex or equivalent.
344	SIGN BOARD ON INTRY & OUT
345	Manufacturing, supplying and fixing retro reflective sign boards madeup of 2 mm thick aluminium sheet, face to be fully covered with highintensity encapsulated type heat activated retro reflective sheetingconforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted onsubstrate by an adhesive backing which shall be activated by applyingheat and pressure conforming to class -2 of ASTM-D-4956-01 andfixing the same with suitable sized aluminium alloy rivets @ 20 cmc/c to back support frame of M.S. angle iron of size 25x25x3 mmalong with theft resistant measures, mounted and fixed with 2 Nos.M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes inpipes, angles flats, providing & fixing M.S. message plate of requiredsize, steel work to be painted with two or more coats of syntheticenamel paint of required shade and of approved brand & manufactureover priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in black and white colours).Backside ofaluminium sheet to be painted with two or more coats of epoxy paintover and including appropriate priming coat including all leads andlifts etc. complete as per drawing , specification and direction ofEngineer-in-charge
346	Manufacturing, supplying and fixing retro reflective overhead signageboards made up of 2 mm thick aluminium sheet, face to be fullycovered with high intensity and encapsulated lens type heat activatedretro reflective sheeting conforming to type - III of ASTM-D-4956-01as approved by Engineer-in-charge, letters, borders etc. as per IRC: 67-2001 in silver white with blue colour back ground and with highintensity grade, pasted on substrate by pressure sensitive adhesivebacking which shall be activated by applying pressure conforming toclass II of ASTM-D-4956-01 and fixing the same to the plate ofstructural frame work by means of suitable sized aluminium alloys,rivets or bolts & nuts @ 300 mm centre to centre all along theperiphery as well as in two vertical rows along with theft resistantmeasures, including the cost of painting with two or more coats ofepoxy paint in grey colour on the back side of aluminium sheetincluding appropriate priming coat. The rate includes the cost ofrounding off the corners, lowering down the structural frame workfrom the gantry, fixing and erecting the same in position all complete
347	COST FOR RUBERRISED PAVER BLOCKON OUTSIDE CIRCULATION AREA (YARD)
348	COST OF DRAIN
349	COST OF EARTH FILLING
350	COST OF TEMPLE RENOVATION
351	PASSENGER PLATFORM
352	BUFFER STRIP
353	GST Extra as applicable

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Tender For Construction Of Bus Station At Gyanpur District-Bhadohi(Notice No. -26/Uppcl/Gm-1/2025-26/E-Tenderdated: 03.05.2025), Gyanpur-Uttar Pradesh

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Tender For Construction Of Bus Station At Gyanpur District-Bhadohi(Notice No. -26/Uppcl/Gm-1/2025-26/E-Tenderdated: 03.05.2025), Gyanpur-Uttar Pradesh

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