Tender For Balance Work Of Construction Of Residential And Non-Residential Building Of Fire Station Lambhua District-Sultanpur (U.P.), Lambhua-Uttar Pradesh

TDR : 47814902

Tender Notice
BOQ

Expired

Lambhua , Uttar Pradesh

Tender Brief : Tender For Balance Work Of Construction Of Residential And Non-Residential Building Of Fire Station Lambhua District-Sultanpur (U.P.)

Document Fees
₹ 17700 /-

EMD
₹ 1080000.0 /-

Tender Value
₹ 5.40 Crore /-

Submission Date
27-02-2025

Competition Type
Indian

Bidding Type
Tender

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1	Balance work of Construction of Residential and Non-Residential building of Fire Station Lambhua District-Sultanpur (U.P.).
2	Excavation in foundation in ordinarysoil (Loam Clay or sand) including lift upto 1.5m (5fts) and lead upto 30mm (100fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directd by the Engineer-in-Charge upto a distance of 30m (100 fts) from the foundation trenches.
3	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.
4	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work.
5	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground
6	floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm
7	(4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm.
8	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Raft foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
9	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Plinth Band excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
10	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Column excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
11	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Lintel excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item (Analysis)
12	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Projection excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
13	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
14	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
15	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Steps excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
16	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks.
17	First Class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand)
18	Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) (230mm wall)
19	Same as in item no. 15but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
20	Mild steel or iron workofsmall sizes and sections suchas hold fast etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.
21	Mild steel or iron workofsmall sizes and sections suchas Angle Iron door frame etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.
22	Supply & fixing doors commercial quality conforming to I.S. 2202 Part I (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, Bolts, Locks, Handles, Springs, fittings with necessary screws to be supplied departmentally.
23	Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
24	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 :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size
25	Mild steel or iron workofsmall sizes and sections suchas Z-Section etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.
26	Mild steel or iron workofsmall sizes and sections suchas Grill etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.
27	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
28	4.0 mm thick glass panes
29	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.
30	Using M.S. angels 40x40x6 mm for diagonal braces.
31	12mm thick plaster in inner walls with proportion of 1:6 cement & approved coarse sand
32	12mm thick plaster in Outer walls with proportion of 1:6 cement & approved coarse sand
33	Supply & fillingof cinder in sunken portion of building including breaking into required sizes including supply of all material, labour, T&P required for proper completion of work.
34	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
35	Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
36	IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
37	IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
38	IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
39	Add for plastergroove in plastered surface or moulding to R.C.C. projections.
40	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.20 mm nominal size stone aggregate
41	Ground Floor (40mm thick)
42	First /Second Floor (25mm thick)
43	20mm thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and 2 part of approved coarse sand laid in panels, finished with 3mm floating of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc. required for proper completion of work.
44	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick
45	Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately)Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.
46	Supply & fixing 6mm thick approved China white/coloured glazed tiles in flooring of dado laid with 1:3 cement and approved coarse sand mortar finished and jointed with white cement slurry and pigment & polishing complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (size of tiles 300x300mm)
47	Supply & fixing 6mm thick approved China white/coloured glazed tiles in flooring of dado laid with 1:3 cement and approved coarse sand mortar finished and jointed with white cement slurry and pigment & polishing complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (size of tiles 300x300mm)
48	Providing and laying Brick Coba \" 12 mm thick laid with M.150 class brick bat coba 7.50 cm. Thick with gap of 15 mm to each other over 20 mm. Thick base of Cement morter 1 : 4 Cement and Coarse Sand mixed with water proo fing compound gaps of coba & top of coba mortar mixed with water proofing compoond. in 1 : 4 Cement & coarse & morter finished smooth & top mashed false
49	square 30 cm X 30 cm. & side wall parapet shall be mono tythic plaster wall up to 30 cm.higher & junction & corner shall be rounded by brick ballast Cement and Coarsespreading Cement slurry mixed with aerelic Cement concrete waterproofing compound filed Sand masonary coba with top finished mixed with acetic water proofing compound @ 2% by weight & including S / O all material, labour, T & P etc. required for proper completion of work.
50	Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete.
51	One priming coat & one coat oil distemper on new work including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat)
52	Finishing walls with Primium Acrylic Smooth exterior paint of required shade :
53	New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
54	Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work.
55	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.).
56	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:
57	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
58	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral)/ Somany/ Equivalent with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
59	W.C. pan with ISI marked black solid plastic seat and lid
60	Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required.
61	a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
62	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
63	Semi rigid pipe
64	32 mm dia
65	40 mm dia
66	Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
67	Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required.
68	Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm
69	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
70	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
71	600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
72	CP Brass fittings
73	Providing and fixing unplasticised PVC connection pipe with brass unions
74	45 cm length
75	15 mm nominal bore
76	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
77	a) 15 mm nominal bore
78	Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931
79	a) 15 mm nominal bore
80	Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
81	110mm
82	75mm
83	Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.
84	110 mm
85	75mm
86	Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
87	Coupler
88	110 mm Bend
89	Bend 87.5 degree
90	110 mm Bend
91	75 mm Bend
92	Shoe (Plain)
93	110 mm Shoe
94	75 mm Shoe
95	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
96	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.
97	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.
98	Concealed work including cutting chases and making good the walls etc.
99	20mm dia nominal outer dia pipes
100	25mm dia nominal outer dia pipes
101	32mm dia nominal outer dia pipes
102	Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
103	Internal work-Exposed on wall
104	15mm dianominal bore
105	20mm dianominal bore
106	25mm dia nominal bore
107	32mm dia nominal bore
108	Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.
109	15mm dia nominal bore
110	20mm dia nominal bore
111	25mm dia nominal bore
112	32mm dia nominal bore
113	Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).
114	15mm dia nominal bore
115	20mm dia nominal bore
116	25mm dia nominal bore
117	32mm dia nominal bore
118	Providing and fixing gun metal gate valve with wheel of approved quality.
119	25mm dia nominal bore
120	32mm dia nominal bore
121	Providing and fixing brass stop cock of approved quality.
122	b) 20 mm nominal bore
123	Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license].
124	Capcity in Per Liters
125	Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.
126	All kinds of soil
127	Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.
128	Providing, laying and jointing glazed stoneware pipes grade \"A\" with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
129	100mm diameter
130	Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all roundS.W. pipes including bed concrete as per standard design
131	100mm dia SW pipe
132	Providing and fixing square-mouth S.W. gully trap grade‘A’ 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
133	150 x 100 mm size P type
134	With Sewer bricks conforming to IS : 4885
135	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C.
136	top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
137	Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
138	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :
139	2 coarse sand : 4 graded stone aggregate 20 mm nominal 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 : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
140	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
141	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
142	With 20x20 mm square bar
143	Providing and fixing in floor and wall face Ringfit UPVC ASTRAL/EQUIVALENT ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes.
144	a) 110mm dia P.V.C. pipe
145	b) 90mm dia P.V.C. pipe
146	Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)
147	P-Trap type Floor Trap 110 x 90mm
148	Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.
149	110mm bend
150	90 mm bend
151	Coupler
152	110mm
153	90mm
154	Single tee with door
155	90x90x90 mm
156	110x110x110 mm
157	Wiring points for light with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable heavy guaged rigid steel conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type & ceiling rose/angle/batten holder
158	on 3mm thick phenolic paminated backalite sheet ect complete in all respect as directed including matching colour wash.
159	Same as item No. (1) but for two way light Points.
160	Same as item No. (1) but for fanandlight duty exhaust fan.
161	Same as item No.(1) but for5amp plug point with piano type switch and socket etc.
162	Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.
163	Addition for light / fan points with modular type switchin place of piono type switch.
164	Addition for 2 way light pointswith modular type switchin place of piono type switch.
165	Addition for plugpointswith modular type switchin place of piono type switch.
166	Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch.
167	Supply and wiring of submiain with two number 4 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wiere including matching colour wash etc. complete in all respect.
168	Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor
169	cable as earth contunity wire etc. complete in all respects.
170	Supply and wiring of submiain with 4 number 10 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 32mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 SWG copper earth continuity wiere including matching colour wash etc. complete in all respect.
171	Supply and fixing and concealing of 20mm dia. 16 SWG (1.5 mm) thick rigid steel conduit pipe in the wall including cutting of brick work, laying of conduit and fixing it with M.S. hooksand then plastering with cement, sand mortar finished to the level, with matching colour wash including cost of proper threading of the conduit & providing necessary socket, bends and chuck nuts and as directed by the Engineer in charge with the supply of all material labour and T&P required for proper completion of work.
172	Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects.
173	Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.
174	Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.
175	Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
176	Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system
177	BEE 5 star rated-1200 mm sweep
178	Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA)
179	Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA)
180	S/F of single light wall bracket on matching M.D.F.E.G..board base etc. complete in all respects.
181	Supply of Mirror LightFixture suitable for 10 W LED BAJAJ CAT NO. BCLSB 10 WH complete in all respects as required.
182	Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects.
183	6 Way TPN
184	Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required.
185	Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.
186	40 Amp. 4 Pole MCB
187	Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work.
188	Supply and fixing sheet steel enclosure surface / flush mounting fitted with 20 Amp 2 Pin and earth metal clad scraping earth plug and socket complete in all respect as directed at the site by Engineer in charge
189	Supply and fixing Single Pole MCBS Blanking Plate complete in all respects.
190	Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive &
191	conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing.
192	Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
193	Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects.
194	Supply and fixing of one number 8 SWG G.I wire in 15mm dia. G.I pipe for earthing laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.
195	Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the
196	cable run shall be fixed on M.S. clamps etc. of suitable size.
197	10 sqmm4 core
198	35 sqmm3.5 core
199	Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire
200	10 sqmm2 core
201	35 sqmm3.5 core
202	Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.
203	10 sqmm
204	35 sqmm
205	MAIN L.T. PANEL
206	Incoming :
207	One (1) No 125 Amp. 4P MCCB of 25 KABreaking capacity
208	Metering :
209	One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
210	One (1) No. (0-125A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
211	One (1) Set of Phase Indication Lamp.
212	Bus Bar :
213	One (1) No. 125 A, TPN aluminimum bus bar of suitable length.
214	Outgoing :
215	Phase indication lamps on each outgoing to be provided.
216	40Amps TP MCB of 10 KA (Ics=Icu) Breaking Capacity-12 Nos.
217	40Amps TP MCB of 10 KA (Ics=Icu) Breaking Capacity- 1No. Spare
218	Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement.
219	150mm
220	Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required
221	300mm sweep.
222	Providing & Fixing of LED Bulb
223	S/F MODULAR BOXES, BASE & COVER PLATE :-
224	Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required.
225	1 or 2 Module (75mm X 75 mm)
226	S/F MODULAR TYPE SWITCH / SOCKET :-
227	Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required.
228	Telephone socket outlet
229	Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required.
230	2 Pair
231	S/f of 10/20 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same
232	Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
233	In all kind of soil upto 1.5m depth
234	In all kind of soil upto 1.5m to 3.0m. Depth
235	In all kind of soil upto 3.0m to 4.5m. depth
236	Providing and laying in cement concrete1:4:8 (1 cement : 4coarse sand :8 graded Stone agregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.
237	First Class brick work in 1:6 cement & coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work.
238	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
239	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
240	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
241	With 20x20mm square bar
242	20mm thick plaster with proportion of 1:2 cement & coarse sand
243	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
244	Circular shape 560 mm internal diameter
245	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.
246	Drilling of 300mm dia bore hole manually.
247	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.
248	150 mm nominal size dia
249	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
250	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
251	Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
252	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.
253	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,
254	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.
255	a) Pipes 80mm to 300mm diameter.
256	Providing, laying and joining P.V.Cpipeswith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
257	a) 100mm diameter
258	b) 150mm diameter
259	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of P.V.C Pipes including bed concrete as per standard design.
260	a) 150mm diameter
261	b) 200mm diameter
262	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
263	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
264	Constructing masonry Chamber 90x90x10 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
265	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
266	Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
267	In all kind of soil upto 1.5m depth
268	In all kind of soil upto 1.5m to 3.0m. Depth(DSR 2.6.1 & 2.26.1)
269	R.C.C. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 B W.G.G.I binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work .
270	R.C.C. work in Slab with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3, excluding supply of reinforcement and its fixing and binding the same with 24 B W.G.G.I binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work .
271	Mild steel or iron in plain work such as Reinforced concrete or reinforced, brick Work (when not included in an over all Rates) wrought to required shape As necessary including bending for proper Completion of the work and including Supply of steel its wastage bend hooks And authorized over lapping shall be Measured up to floor two levels.
272	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
273	Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
274	IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
275	IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
276	IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
277	Mild steel or iron workofsmall sizes and sections suchas holding down bolts, holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastageincludingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.
278	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
279	Rectangular shape 600x450 mm internal dimensions
280	Providing and laying in cement concrete1:4:8 (1 cement : 4coarse sand :8 graded Stone agregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.
281	R.c.c. workswith cement approved coarse sandand2cm.(3/4\") guageapproved stoneballastin the proportion 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all material labour and T & P etc. required for proper completion of the work. Binding wire cost being included in the item.
282	same as above but in 1:1.5:3 R.C.C. work in Footing
283	R.C.C. work in Slab with 1:1.5:3
284	From 0LVLTo + 4.00 LVL
285	From 4.00LVLTo + 8.00 LVL
286	From 8.00LVLTo 12.00 LVL
287	From 12.00LVLTo 16.00LVL
288	From 16.00LVLTo 18.45 LVL
289	R.C.C. work in Beam with 1:1.5:3
290	From 0LVLTo + 4.00 LVL
291	From 4.00LVLTo + 8.00 LVL
292	From 8.00LVLTo 12.00 LVL
293	From 12.00LVLTo 16.00LVL
294	R.C.C.1:1.5:3 in wall(PWD 284a)
295	From 25.20LVLTo 29.40 LVL
296	R.C.C. work in column
297	From 0LVLTo + 4.00 LVL
298	From 4.00LVLTo + 8.00 LVL
299	From 8.00LVLTo 12.00 LVL
300	From 12.00LVLTo 16.00LVL
301	Mild steel or iron in plain work such as Reinforced concrete or reinforced, brick Work (when not included in an over all Rates) wrought to required shape As necessary including bending for proper Completion of the work and including Supply of steel its wastage bend hooks And authorized over lapping shall be Measured up to floor two levels.
302	From 0LVLTo + 4.00 LVL
303	From 4.00LVLTo + 8.00 LVL
304	From 8.00LVLTo 12.00 LVL
305	From 12.00LVLTo 16.00LVL
306	From 16.00LVLTo 18.45 LVL
307	Mild steel or iron workofsmall sizes and sections suchas holding down bolts, holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfrom including supply of steel, bolts, nuts and wastage etc. andtheir fixing required for proper completion of the work.
308	From 0LVLTo + 4.00 LVL
309	From 4.00LVLTo + 8.00 LVL
310	From 8.00LVLTo 12.00 LVL
311	From 12.00LVLTo 16.00LVL
312	From 16.00LVLTo 18.45 LVL
313	Painting Ist coat over priming coat (but excluding cost of priming coat) on steel andothermetalsurfacesup to 10 cm. widthorgirthorsmall articles not exceeding 0.10Sqm. in area white superior syntheticenamel such as LUXOL3,Hi-gloss apcolite superlac,DULUX specified brushingtogiveanevenshade and including cleaningthe surfaceofall dirt,dust and other foreignmatter sand paperingand stoping including cost of all materials, labour toolsandplants etc. required forpropercompletion of the work.
314	From 0LVLTo + 4.00 LVL
315	From 4.00LVLTo + 8.00 LVL
316	From 8.00LVLTo 12.00 LVL
317	From 12.00LVLTo 16.00LVL
318	From 16.00LVLTo 18.45 LVL
319	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 water proofing cement compound @ 0.126 kg/Sqm.. This layer will be allowed to aircure 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.
320	Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem, durrocem, robiacem,guttucem supercem qualityandof required shade on undecorated wall surfaces(two coat) overone andincludingonecoat white cement primertogive aneven shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.
321	From 0LVLTo + 4.00 LVL
322	From 4.00LVLTo + 8.00 LVL
323	From 8.00LVLTo 12.00 LVL
324	From 12.00LVLTo 16.00LVL
325	40mm thick cementconcrete flooring 1:2:4 ( 1cement : 2 coarse sand 4 stone aggregate) with 20mm nominal size including supply of all material. Labour and T&P etc. required of all complete.
326	Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.
327	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design.
328	Providing and fixing of Sluice Valve
329	One No. of C.I. Manholes covers on tank roof with frames of light duty size 455x610 mm internal dimension total weight of cover and frame to benot less than 38 kg (weight of cover 23 kg and wight of frame 15kgs.) with anticorrosive bitumastic paint with locking arrangement.
330	S.S. Ladder
331	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Projection excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
332	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
333	First Class brick work in 1:6 cement & coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work.
334	20mm thick cement plaster in dado or skirting in 1:4 consisting of one part of cement and 4 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T & P etc. required for proper completion of work.
335	Providing and laying Brick Coba \" 12 mm thick laid with M.150 class brick bat coba 7.50 cm. Thick with gap of 15 mm to each other over 20 mm. Thick base of Cement morter 1 : 4 Cement and Coarse Sand mixed with water proo fing compound gaps of coba & top of coba mortar mixed with water proofing compoond. in 1 : 4 Cement & coarse & morter finished smooth & top mashed false
336	square 30 cm X 30 cm. & side wall parapet shall be mono tythic plaster wall up to 30 cm.higher & junction & corner shall be rounded by brick ballast Cement and Coarsespreading Cement slurry mixed with aerelic Cement concrete waterproofing compound filed Sand masonary coba with top finished mixed with acetic water proofing compound @ 2% by weight & including S / O all material, labour, T & P etc. required for proper completion of work.
337	One priming coat & one coat oil distemper on new work including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat)
338	Finishing walls with water Proof Cement painting including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat)
339	Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work.
340	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.
341	a) 110mm
342	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.
343	a) 110mm diameter
344	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.
345	Bend 87.5° DSR 12.42.5
346	110 mm bend DSR 12.42.5.2
347	Shoe (Plain) DSR 12.42.6
348	110 mm Shoe DSR 12.42.6.2
349	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.
350	a) 110mm
351	Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5m and read up to 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth and directed by Engineer in charge upto a distance of 30m from the foundation trenches including all T&P pbowereh and basket etc. complete.
352	Providing and laying in cement concrete1:4:8 (1 cement : 4coarse sand :8 graded Stone agregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.
353	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Bottom slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item
354	Mild steel or iron in plain work such as Reinforced concrete or reinforced, brick Work (when not included in an over all Rates) wrought to required shape As necessary including bending for proper Completion of the work and including Supply of steel its wastage bend hooks And authorized over lapping shall be Measured up to floor two levels.
355	First Class brick work in 1:6 cement & coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work.
356	12mm thick plaster in walls with proportion of 1:6 cement & approved coarse sand
357	Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5m and read up to 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth and directed by Engineer in charge upto a distance of 30m from the foundation trenches including all T&P pbowereh and basket etc. complete.
358	Providing and laying in cement concrete1:4:8 (1 cement : 4coarse sand :8 graded Stone agregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.
359	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
360	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Column excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
361	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Ground Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
362	Mild steel or iron in plain work such as Reinforced concrete or reinforced, brick Work (when not included in an over all Rates) wrought to required shape As necessary including bending for proper Completion of the work and including Supply of steel its wastage bend hooks And authorized over lapping shall be Measured up to floor two levels.
363	Finishing walls with water Proof Cement painting including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat)
364	Miled steel or iron work of small sizes and sections such as holding down bolt, rods, tie gratings etc. (when not included in and over all rates) wrought to rquired from including supply of steel bolts, nuts and wastage etc. and their fxing required for proper completion of work.
365	Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work.
366	MAIN L.T. PANEL
367	Supply, installation, testing and commissioning of electrical panel, modulartype,frontaccessibleonly,freefloorstandingconfirmingto MinimumIP:43degreeofprotection. Thepanelsheetstructureshall undergoseventankpre-treatmentprocessbeforepainting. Thesheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartmentsofthepanelshallbecompletelyshroudedandprovided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximumoperatingheightforanyswitchgearshallnotbemorethan 1700mm.The panel shall be provided with minimum 75mm base channelframefabricatedfromISMCsections. Allbusbarlinksinthe panelshallbesolidbusbarswithcolouredPVCshrinkablesleeves,no wireswillbeacceptable. Continuousearthbusshallrunalroundthe panelwithearthingstudsprovidedatminimum2places. Thecontrol wiringshallbecarriedoutwithminimum1.5/2.5sqmmcopperwiresand
368	adequatenumberofNO/NC,potentialfreecontactsincorporatedfor remoteoperationofthestarters. Propersizedcableterminationgland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostaticallycontrolled heating arrangement (200W) totake care ofhighhumidityconditions. A5Asocketserviceoutlet(singlephase) shallbeprovidedinoneofthecompartmentsaserviceoutletinthe panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as perIS:5requirement. Allcableterminationsshallbefromtop. The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used.
369	Allbusbarsshallbeofaluminium,electrolyticgradeonly. Maximum designdensityshallnotexceed1Amps/Sqmm. Allbusbarsshallbe insulated with coloured heat shrinkable PVC sleeved.All bus barsupports shall be non hygroscopic DMC/SMC supports.
370	The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical worksrelated to this section.
371	The minimum clearances between bus bars shall be as follows :
372	Phase to phase - minimum 20mm
373	Phase to neutral-minimum 15mm
374	Main L.T. Panel
375	Incoming :
376	One (1) No 200 Amp. 4P MCCB of 25 KABreaking capacity
377	Metering :
378	One(1)No.(0-500V)96x96Sqmmvoltmeterwithcontrolfuse&selector switch.
379	One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selectorswitch, CTs etc.
380	One (1) Set of Phase Indication Lamp.
381	Bus Bar :
382	One (1) No. 200 A, TPN aluminimum bus bar of suitable length.
383	Outgoing :
384	Phase indication lamps on each outgoing to be provided.
385	100 Amps TP MCCB of 10 KA (Ics=Icu) Breaking Capacity-3 Nos.
386	63Amps TP MCB of 10 KA (Ics=Icu) Breaking Capacity-3 Nos.
387	100 Amps TP MCCB of 10 KA (Ics=Icu) Breaking Capacity- 1No. Spare
388	63Amps TP MCB of 10 KA (Ics=Icu) Breaking Capacity-1 Nos. Spare
389	S&Fofsurface/flushmounting 4ways VTPNdistributionboardwith additional door cithout MCB complete in all respect, as directed at site byEngineer in charge.
390	S & F of 100 Amp 4P MCCB (25KA) Thermal Magnetic release.
391	S & F of 63 Amp TP MCB (10KA) C Curve.
392	Providingandlayingvitrifiedfloortilesin differentsizes(thicknesstobespecifiedby the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,laidon20mmthickcementmortar 1:4 (1 cement : 4 coarse sand), jointing with [email protected]/sqmincluding groutingthejointswithwhitecementand matchingpigmentsetc.,complete...(Sizeof Tile 600x600 mm) (Kajaria. Somany or Equivalent)
393	ProvidingandlayingVitrifiedtilesin differentsizes(thicknesstobespecifiedby manufacturer),withwaterabsorptionless than 0.08 % and conforming to I.S. 15622, of approvedmake,inallcolours&shade,in skirting, riser of steps, over 12 mm thick bed ofcementmortar1:3(1cement:3coarse sand),jointingwithgreycementslurry@ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete..(Size ofTile 600x600 mm)(Kajaria.SomanyorEquivalent)
394	P/L20mmthickwhitekotastoneflooring over 20mm thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand) laid over jointed with gray cement slurry mixed with pigment to match the shade of slab including rubbing andpolishingcomplete.
395	Kotastoneslabs20mmthickinrisersof steps,skirting,dadoandpillarslaidon12 mm(average)thickcementmortar1:3(1 cement: 3 coarse sand) and jointed with greycementslurrymixedwithpigmentto match the shade of the slabs, including rubbingandpolishingcomplete.
396	Cost of Apron
397	Cost ofInter Locking Road
398	Cost of India Marka Head Pump
399	GST Extra as applicable

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Tender For Balance Work Of Construction Of Residential And Non-Residential Building Of Fire Station Lambhua District-Sultanpur (U.P.), Lambhua-Uttar Pradesh

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Tender For Balance Work Of Construction Of Residential And Non-Residential Building Of Fire Station Lambhua District-Sultanpur (U.P.), Lambhua-Uttar Pradesh

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