Construction Of Residential And Non Residential Building For Proposed Fire Station At Ikauna Distt- Shrawasti, Ikauna-Uttar Pradesh

TDR : 33239859

Tender Notice
BOQ

Expired

Ikauna , Uttar Pradesh

Tender Brief : Construction Of Residential And Non Residential Building For Proposed Fire Station At Ikauna Distt- Shrawasti

Document Fees
₹ 8850 /-

EMD
₹ 2290000.0 /-

Tender Value
Refer document

Submission Date
12-08-2022

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	Earth work in excavation in trenches for foundationsand pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, leadupto 50 m anddressingof sidesand ramming of bottom anddisposal of surplusexcavated earth as directed by the Engineer- in- charge with in alead of 50m .(Including royalty).
2	Earth filling in plinth including supply of necessary quantity of earth from a distance not excluding 3 km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work.
3	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work.
4	Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand (FM 2.2 - 3.6):8stone ballast 40 mm nominal size) and curing complete,including cost ofform- work,in foundation and floors.
5	Construction of RCC apron drain of reinforced cement concrete 1;1.5;3 (1 cement , 1.5 coarse sand FM 2.2-3.6 and 20mm graded stone grit) along with apron including 75 mm thick PCC in 1:4;8 (1 cement, 4 coarse sand FM 2.2-3.6 , 8 graded stone aggregate of 40 mm nominal size) as per strructural and architectural desingn provided by E/I and as per direction of E/I
6	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround 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 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 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 5 liters/sqm
7	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5 coarse sand (FM 2.2-3.6) , 3 stone grit 20 mm graded) in lintels of doors and windows excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.
8	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5 coarse sand (FM 2.2-3.6) , 3 stone grit 20 mm graded) in slabs excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.
9	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5 coarse sand (FM 2.2-3.6) , 3 stone grit 20 mm graded) in beamsexcludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.
10	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5 coarse sand (FM 2.2-3.6) , 3 stone grit 20 mm graded) in Raft foundationexcludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.
11	R.c.c. workwith cement approved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5 coarse sand (FM 2.2-3.6) , 3 stone grit 20 mm graded) in Columnexcludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.
12	Class 150 brick work in1:6cement and coarse sandof1.5-2.0fineness modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc. requiredforpropercompletion of the work.
13	Class 150 brick work in1:6cement and coarse sandof1.5-2.0fineness modulus mortar in super-structureaboveplinth levelincluding necessarycutting and mouldingofbrickworkas required andalsoincludinghoney combed brick work in thickness of wall more than 12cms.
14	Class 150 brick work in1:4cement and coarse sandof1.5-2.0fineness modulus mortar in super-structureaboveplinth levelincluding necessarycutting and mouldingofbrickworkas required andalsoincludinghoney combed brick work in wall thickness 12 cms & below.
15	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height includingcleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
16	Supply and fixingof 35 mm thickflushdoors commercialqualityconformingtoI.S.2202 Part I (1983) includingfixingof woodencleats andstoppers and includingfixing andadjustment of hinges, bolts,locks, handle, springs and other fittings with necessaryscrewsand other fixtures for proper completion of work as per directed by E/I.
17	Supply and fixingof 32 mm thickflushdoors commercialqualityconformingtoI.S.2202 Part I (1983) includingfixingof woodencleats andstoppers and includingfixing andadjustment of hinges, bolts,locks, handle, springs and other fittings with necessaryscrewsand other fixtures for proper completion of work as per directed by E/I.
18	Supply and fixingof32 mm thickflushdoors commercialqualityconformingtoI.S.2202 Part I (1983) includingfixingof woodencleats andstoppers and including fixing andadjustment of hinges, bolts,locks, handle, springs and other fittings with necessaryscrews to be supplied. & Providing & Fixing both side 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
19	Mild steel or iron workofsmall sizes and sections suchand holding down bolts, holdfasttierods,gratings 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. Fabrication of holdfastfordoor , chaukhats and windows, M.S grill ,M.S Z-section window and ventilators and MS angle iron work.
20	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 and 1.4 mm aperture on both sides
21	Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per directionof the Engineer-in-Charge
22	Fixingof Wooden/ M.S. Door chaukhats
23	FixingofWooden/ M.S. Window chaukhats
24	FixingofWooden/ M.S. Ventilator chaukhats
25	Tor steel Fe-500/Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level.
26	12 mm thick plaster in 1:6 cement & coarse sand (FM 1.5-2.00) for interior or exterior plastering including internal round angles and chamfers, and/or rounded angles not exceeding 80 mm in girth and finished even and smooth , no extra for mixing any additive.
27	Making groove 10x12 mm widex 8 mm deep in plaster of the wall or in ceilling vertically or horizontally as required.
28	Making for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
29	Providing and laying double charged vitrified floor tiles Kajaria KERRO Brand or equivalent brand of quality approved in parishad in different size (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)including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
30	25 mm thick Cement concretefloor with cement approved coarse sand (FM 2.2-3.6)and 2cm. Graded approved stone ballast laid in planels finished with 3mm (1/8\") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified , including supply of all materials, labour, T&P etc. required for proper completion of the work.
31	25mm thick Kota stone slab flooringlaid over 20 mm thick base of 1:4 cement and coarse sand (FM 1.5-2.0) mortar and jointed with grey cement slurry mix with pigment to match, the shade of slab including rubbing and polishing complete with base of cement mortar.
32	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 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 of any colour and shade
33	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
34	Providing and laying Anti skid Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
35	40 mm thick Cement concretefloor with cement approved coarse sand(FM 2.2-3.6)and 2cm. Graded approved stone ballast laid in planels finished with 3mm (1/8\") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified over and includingsupply of all materials, labour, T&P etc. required for proper completion of the work.
36	Painting two coat over priming coat (including cost of priming coat) on steel andothermetalsurfacesup to 10 cm. widthorgirthorsmall articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolitesuperlac,DULUX specified brushingto giveanevenshadeand including cleaningthe surfaceofall dirt,dust and other foreignmatter sand paperingand stopingincluding cost of all materials, labour toolsandplants etc. required forpropercompletion of the work.
37	Painting two coat over priming coat (including cost of priming coat) on new wood worksurfacesup to 10 cm. widthorgirthorsmall articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolitesuperlac,DULUX specified brushingto giveanevenshadeand including cleaningthe surfaceofall dirt,dust and other foreignmatter sand paperingand stopingincluding cost of all materials, labour toolsandplants etc. required forpropercompletion of the work.
38	Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm . (Asian , Berger and other equivalent brand approved in Parishad and sanctioned by E/I)
39	Distempering(Two coat) withoil bound distemper of approvedbrand and manufacture&ofrequired shadeon undecorated wall surface to give an even shade over &includingapriming coat with interior primer of approvedbrand& manufacture such as Berger,J&N, Shalimar Asian paintsafterthoroughly brushing the surface free from mortar droppings & other foreign matters& alsoincluding preparing the surfaceeven with plaster of paris orapproved synthetic material &sand papered smooth including cost of all materials.
40	Providing and applying white cement based J.K and Birla or other approved eqquivalent brand putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
41	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : With 4.0 mm thick glass panes.
42	Providing & fixing stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.(300X16)
43	P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete.(300X10)
44	P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete.(250X10)
45	Providing and fixing bright /matt finished Stainless Steel handles ISI Markedof approved quality & make with necessary screws etc all complete.
46	Providing and fixing stainless steelhanging floor door stopperapproved make with necessary screws etc. complete.Twin rubber stoper
47	Providing and Fixing of approved make Door slincer including necessary screws etc complete
48	Supply and filling of cinder in sunken in portion of building including breaking into required sizes including supply of all material, labour T&P required for proper completion of the work.
49	Providing & fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing & making curvature (wherever required) & fitting the same with necessary stainless steel nuts & 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 Eng-in-charge. (weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
50	Wiring points for light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.As per SI 138(C)
51	Wiring points for two way light with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire and two number two way piano type switches & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.As per SI 139(C)
52	Wiring points for Fan /Fresh air fan (light duty exhaust fan )with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & ceiling rose on 3mm thick phenolic paminated backalite sheet etc.complete in all respects.as directed including matching colour wash.As per SI 140(C)
53	Wiring points for Plug with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type switch & socketsheet etc.complete in all respects.as directed including matching colour wash.As per SI 141(C)
54	Wiring points for Call bell with 1.5 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduitpipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire,piano type bell push or 2pin socket etc.complete in all respects.as directed including matching colour wash.As per SI 142(C)
55	Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable inPVC conduitpipe partly concealed including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C.As per SI 1307(C)
56	Supply and wiring of submain with two number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 2.5 Sqmm FR PVC Multistand copper earth contunity wire including colour wash etc. complete in all respects.As per SI 221(C)
57	Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in20mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 4.0 Sqmm FR PVC Multistand copperearth contunity wire including colour wash etc. complete in all respects.As per SI 222(C)
58	Supply and wiring of submain with 4 number 10 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in32 mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects.As per SI 278(C)
59	S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWG MS. Sheet incorporating 10mm dia, M.S. round bar duly bent for supporting fan hanger dully painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C roof before concreting along with supply of all materials,labour. T& Petc. required for proper completion of the work.As per SI 1149
60	Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. Cat AA As per SI 412
61	Supply & fixing of fancy type round ceiling fitting made of polycarbonate for and with 1x 15/18 watt CFL complete in all respects.Cat. AA As per SI 1403
62	Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.AAAAs per SI 1413 (A)
63	Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light complete including tube etc. on surface complete in all respect.1 X 22 W CAT-AAA As per SI 1413
64	Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light complete including tube etc. on surface complete in all respect. 2 X 22 W CAT-AAAAs per SI 1414
65	Add for fixingof tube fitting as pendent with two no. 19 mm dia 16 gauge rigidsteel conduit double check nuts spring loaded flanges or M.S hook fabricated from 25mm x 3 mm flat ironduly groutedin the ceiling upto3.5 hieght of ceiling including painting with synthetic enamel paint along with supply of all materialslabour T & P etc.. Requiredfor proper completionof work .As per SI 1143
66	Making hole in the wall for exhaust fan and finishing prperly complete in all respects.As per SI 1121
67	Supply of Ceilling Fans with fan motor of A.C. Permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 abd also comply with IS: 1709/1984 with latest amendment. The rate voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball bearing system. As per SI 1501
68	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.As per SI 1203(A)
69	Supply & erection ofA.C 230/250 Volts,50 Hz exhaust fans including providing m.S bolts,mounting frame and other acessories including connections etc.complete as required300mm sweep as per directionof E/I Make bajaj,Cromption or Equivalent.
70	Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve 6 - 32 amps.Cat. A As per SI 1002
71	Supply and fixing of 40/63 Amp MCB(10KA)C Curve 40 Amp. 4 Pole MCB Cat. A As per SI 1020
72	63 Amp. 4 Pole MCB C Curve-Cat. A As per SI 1020 (A)
73	Supply and fixing of flush/surface mounting distribution boardswith additional metal door without MCBcomplete in all respects. 4 Way TPN Cat. A
74	Supply and fixing of flush/surface mounting distribution boardswith additional metal door without MCBcomplete in all respects. 6 Way TPN Cat A
75	Supply and fixing of power plug with 15 Amp./250 Volt flush type universal switch and 5 pin 15 A/250 Vflush type universal socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. As per SI 1139
76	Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge.-Cat. A As per SI 1031
77	Supply and fixing of 63 A 415 V metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect .As per SI 352
78	Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.As per SI 703
79	Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.As per SI 716
80	Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.As per SI As per SI 723
81	S/F of change over switch on angle iron frame ,including the cost oflabour,T&P painting and other material required for proper completion of the work asper direction&satisfaction of E/I 320 Amp. Four pole on 50 mm x 50 mm x 6 mm angle iron frame.As per SI 379
82	Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc.The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches 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 & B-II and pedestal type for Cat-B and C only. Incoming 100 Amp. TPN-1 No Outgoing (a) 63 Amp. TNP-2 Nos.(ii) Cat. B. Cubicle Type As per SI 801
83	Same as Above item but-Incoming 200 Amp. TPN-1 No Outgoing (a) 100 Amp. TNP-2 Nos.(ii) Cat. B. Cubicle Type As per SI 802
84	Same as Above item but- Incoming 315 Amp. TPN-1 No Outgoing (a) 100 Amp. TNP-3 Nos.(ii) Cat. B. Cubicle Type As per SI 803
85	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 alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mountedon 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. 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 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. Incoming 200 Amp.MCCB-1 No Outgoing (a) 63 Amp. MCCB -3 Nos.(ii) Cat. B. Cubicle Type As per SI 812
86	Same as Above item but- Incoming 400 Amp.MCCB-1 No Outgoing (a) 200 Amp. MCCB -2 Nos., 100 Amp. MCCB -1 Nos. 63 Amp. MCCB -1 Nos.(ii) Cat. B. Cubicle Type As per SI 813
87	S/F of 100 mm dia G.I pipe \"B\" class for cable completed with support\"s by 3 nos. clamp made for 20x30 mm MS flat and suitable size of nutbolt & washer required for proper completion of worh as per direction of E/I.
88	Supply and laying of aluminium conducter PVC insulated armoured served sheathed cables 1100 volts grate at a depth of below ground lvl overa cusion of 75 mm thick sand alroundand protected with burnt on side and on top ,On surface the cable run shallbe fixed on M.S clamps etc. of suitable size or as directed by E/I complete in all respects,The armouring of the cable shall be properly connected with the earth conductor by clamps atc. (i) 10 Sq. mm 2coreAs per SI 501
89	Same as above item but (ii) 16 Sq. mm 4 core
90	Same as above item but (iii) 70 Sq. mm 3.5 core
91	Same as above item but (iv) 120 Sq. mm 3.5 core
92	Same as above item but (vi) 150Sq. Mm 3.5 core
93	Same as above item but (vii) 400Sq. Mm 3.5 core
94	Supply 7 fixing of plain or pin type copper tin plated cable socket to the cable leads, insulated with tape and making connection etc. complete in all respect as per direction of E/I(i) 10 Sq. mmAs per SI 504
95	Same as above item but in (ii) 16 Sq. mm
96	Same as above item but in (iii) 35 Sq. mm
97	Same as above item but in (iv) 70 Sq. mm
98	Same as above item but in (iv) 120 Sq. mm
99	Same as above item but in (vi) 150Sq. Mm
100	Same as above item but in (vii) 400Sq. Mm
101	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with ISI marked white solid plastic seat and lid, 10 litre low level white P.V.C. flushing cistern 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.
102	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
103	Providing & fixing white viterous china wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standardpattern, including painting of fitting and brackets, cutting & making good the walls wherever required .Flat back Wash Basin size 550X400 mm with single 15mm C. P. brass pillar tap
104	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin)
105	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 40 mm dia(for sink and urinal)
106	Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required. 510x1040 mm bowl depth 200 mm
107	Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required. 510x610 mm bowl depth 200 mm
108	Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
109	Providing & fixing toilet paper holder.
110	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
111	S/F of upvc SWR Pipe Type -B confirming to IS -13592 incluiding jointing the pipes with rubber ring lubricant and UPVC SWR Cuplar confirming to IS 14735 also inluiding excavation of treches cutting of walls and holes and repairing of walls , floors and refilling the trenches as before cut including cost of other fittings such as door band, T and YT including supply of all materials labour and t&p required for prper complition of the work. 110mm dia SWR Pipe
112	S/F of upvc SWR Pipe Type -B confirming to IS -13592 incluiding jointing the pipes with rubber ring lubricant and UPVC SWR Cuplar confirming to IS 14735 also inluiding excavation of treches cutting of walls and holes and repairing of walls , floors and refilling the trenches as before cut including cost of other fittings such as door band, T and YT including supply of all materials labour and t&p required for prper complition of the work. 90mm dia SWR Pipe
113	S/F of upvc SWR Nahani Trap size100/90mm 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.110mm dia
114	Providing & fixing upvc SWR door bend confirming to IS -14735 110mm dia
115	Providing & fixing upvc SWR door bend confirming to IS -14735 90 mm dia
116	Providing & fixing 110mm dia upvc SWR bend confirming to IS -14735
117	Providing & fixing upvc SWR door Y confirming to IS -14735 110mm dia
118	Providing & fixing upvc SWR door Y confirming to IS -14735 90mm dia
119	Providing & fixing of upvc SWR cowel confirming to IS -14735 110mm dia
120	Providing & fixing of upvc SWR cowel confirming to IS -1473590 mmdia
121	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.
122	Providing and fixing of Chlorinated Polyvinyle Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, inluding fixing the pipe with clamps at 1 m. spacing . This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge. Internal work exposed on wall.15 mm nominal outer dia pipes
123	Same as above item but in 20 mm nominal outer dia pipes
124	Same as above item but in 25 mm nominal outer dia pipes
125	Same as above item but in 32 mm nominal outer dia pipes
126	Same as above item but in 32 mm nominal outer dia pipes
127	Same as above item but in 32 mm nominal outer dia pipes
128	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. a) 15mm dia nominal outer dia pipes
129	Same as above item but inb) 20mm dia nominal outer dia pipes
130	Same as above item but inc) 25mm dia nominal outer dia pipes
131	Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 25 mm nominal bore
132	Same as above item but in32 mm nominal bore
133	Same as above item but in50 mm nominal bore
134	Providing and fixing 25 mm nominal bore ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats).
135	Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions.
136	Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931.
137	Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms.
138	Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931.
139	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank.
140	Providing white vitreous china urinal partition for half stall urinals. (Parryware C0571 or equivalent)
141	Fixing of viterous china urinal partition complete
142	Providing and fixing 450 mm long C. P. brass towel railcomplete with C.P. brass brackets
143	Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps.
144	S/F of upvc SWR Pipe Type -B confirming to IS -13592 incluiding jointing the pipes with rubber ring lubricant and UPVC SWR Cuplar confirming to IS 14735 also inluiding excavation of treches cutting of walls and holes and repairing of walls , floors and refilling the trenches as before cut including cost of other fittings such as door band, T and YT including supply of all materials labour and t&p required for prper complition of the work.150mm dia SWR Pipe
145	Haunching of SWR Pipes with cement concrete in 1:2:4 (1 cement: 2 coarse sand : 4 Stone grit 20mm nominal size) with a complete section of size 300x300mm around the pipe. Including supply of all materials and Labour complete.
146	Constructing brick masonry manhole (as per drawing and design provided by department) in cement mortar 1:4 (1 cement :4 coarse sand FM 1.5-2.0) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand FM 2.2-3.6 :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand FM 2.2-3.6 :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand FM 1.5-2.0) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand FM 2.2-3.6 :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designInside 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).With Bricks of class designation 150 (For Sewer Line)
147	Same as above but in Extra for depth of man hole size 90x80 cm
148	Supply and Fixing of UPVC S.W.R. gully trap confirming to IS -14735 size 150x110 mm dia to self cleaning design including fixed brick masonry chamber 250x250x250 mm size i/c including supply and fixing of CI cover with frame wait not less then 4.5 kg & CI grating 150x150mm complete in all respect.150x110 mm
149	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.
150	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,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.a) Pipes 80mm to 300mm diameter.
151	Providing and laying S & S Centrifugally (Spun) Cast Iron, Class LA (IS : 1536) a) 100mm dia C.I.
152	Supplying and fixing of specials for pressure pipe.
153	Providing Push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket : a) 100mm diapipe
154	Providing and fixing C.I. Sluice valves class II (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):a) 100mm diameter
155	Provding and fixing 50mm dia C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.
156	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. 50mm nominal bore.
157	Same as above item but in 40mm nominal bore.
158	Same as above item but in 32mm nominal bore.
159	Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50mm
160	Same as above item but in 40mm
161	Same as above item but in32mm
162	Constructing masonry Chamber 90x90x100 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand FM 1.5-2.0 ) 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 FM 2.2-3.6 : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 coarse sand FM 2.2-3.6 : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand FM 1.5-2.0) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
163	Construction of a under ground septic tank of dimention(Internal size 7.50M X 2.65M X 3.00M ) with 100 mm base ofcement concrete 1:4:8 (1 cement :4 coarse sand FM 2.2-3.6 :8stone ballast 40 mm nominal size) and including230 mm thick Brick masonary with Class 150 brick work in1:4cement and coarse sand (FM 1.5-2.0) mortar infoundation and plinth including 100 mm thick RCC top coverwith cement andapproved coarse sandand2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5coarse sand FM 2.2-3.6 , 3 grit) in cover includingsupply of reinforcement and its fixing and bending and including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works strength of concrete shall not be less than M-20. Also including 15 mm thick plaster with cement and coarse sand (FM 2.2-3.6)And also including Providing and fixing of 12 nosM.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:2:4 (1 cement : 2 coarse sand (FM 2.2-3.6) : 4 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. And also including Providing and fixing of 02 nos C.I. tee at the inlet and outlet of septic tank.And also Providing & fixing of 01 nos 75mm dia vent pipes. And also including Providing & fixing of 01 Nos 75mm dia cast iron terminal guard.And also including Providing and fixing in position precast RCC manhole cover and frame of 02 nos M.D. -10- Circular shape 500mm internal diameter shape and 04 Nos M.D. -2.5- Circular shape 450mm internal diameter of approved quality.Work shall be completed as per Drawing and design provided by E/I and as per specifications of UPPWD/UPAVP.
164	Making 01 nos 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 150 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.Work shall be completed as per Drawing and design provided by E/I and as per specifications of UPPWD/UPAVP.
165	Fire Fighting Providing, laying, testing & commissioning of \"C\" class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as requiredt. Make: QST, JINDAL. 150 mm
166	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required 150mm dia
167	Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required Single headed Stainless steel
168	Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as requiredSingle headed Stainless steel
169	Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m
170	Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636(type-A) as required Stainless Steel (Grade 304)
171	All synthetic fibre circular woven jacketed, Rubber Lined Fire hose,delivery, having 38kg/cm2 burst pressure, 22kg/cm2 proof pressure, 14kg/cm2 working pressure, bearingIS: 636-88 Type A Mark, in 15 Mtrs length, 63mm dia duly copper wire bounded toSS coupling, pair of male and female parts, heavy duty instantaneous type, 63mm size, bearing IS:903 mark.(Newage/Atasi/Omex)
172	Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required
173	MS fabricated wetriser duct door made of 16 gauze MS sheet,red painted outside & white painted inside complete with MS door frame,4 mm thick glass on door leaves,door handle & locking arrangement of suitable size.
174	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required.2 way-100 mm dia M.S. Pipe
175	Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-\"F\" insulation, conforming to IS-325. (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.900 lpm at 35 m Head
176	Supply, installation,testing andcommissioningof wall mountedpowder coated 3 PH starter panel of 415 V complete with indication lamp,SPP,Isolator with automation facility.
177	Supply, laying, testing and commissioning of power andcontrolcabling, asper Standard specification including end termination as required.Power Cabling (XLPE) insulated andPVC sheathed, armoured, Aluminium Conductorof 1.1 KV grade on existing cable trays). 3C x 6 Sq. mm
178	Supply, laying, testing and commissioning of power andcontrolcabling, asper Standard specification including end termination as required.ControlCabling ( PVCinsulatedand PVC sheathed, armoured, Copper Conductor of1.1 KV grade on existing cable trays). 2C x 1.5 Sq. mm
179	S.I.T.C. of Cylindrical type air cushion tank 100mm dia 1.0 meter long and of thickness 6mm M.S. on top of wet riser and with the pump shall be provided with an automatic air release valve, safety valve, Pressure gauge etc complete the work in all respect.
180	CO2 type Fire Extinguisher 4.5Kgs. Capacity, made from brand new seamless cylinder, as per IS: 7185 and CCE approval, fitted with Discharge hose and horn and Wheel / Squeeze Grip type valve with initial Charge as per IS: 15683:2006specification, bearing ISI Mark. (Omex/Ceasefire/Atasi)
181	ABC type fire extinguisher of 9.0 kg capacity ISI marked conforming to IS 15683 with dischargehose,pressure gauze squeeze valve & mounting clamp.(Omex/Ceasfire/Atasi)
182	Ten ZoneERTL approved microprocessor based fire alam control Panel with LCD display & public address system.(Agni Alarm)
183	Four ZoneERTL approved microprocessor based fire alam control Panel with LCD display.(Agni Alarm)
184	Photo electric smoke detector with base (System Sensor)
185	ROR type Heat detector with base(System Sensor)
186	Response indicator(Agni Alarm)
187	Manual Call Point(Agni Alarm)
188	Electronic hooter.(Agni Alarm)
189	2 X 1.5 sq mm copper conductor armoured cable ISI marked(Polycab/Rallison)
190	Self luminous exit signages
191	Boring Transportation Charges of drilling equipment including erection and dismentaling after completion of the work and other material as required as per direction of E/I.
192	Drilling and boring of 400mm dia borehole by rig machine and including back washing and completed work as per Direction of E/I.
193	Assembly Lowering
194	Shifting, Erection and Dismentallingof compressor as per Direction of E/I.
195	Development of tubewell by compressor
196	Water Arrangement Charges as per direction of E/I and specification of UPJN.
197	Shifting of OP unit as per direction of E/I and specification of UPJN.
198	Erection of OP Unit as per direction of E/I and specification of UPJN.
199	Dismentalling of OP Unit as per direction of E/I and specification of UPJN.
200	Development of Tubewell by running OP Unit as per direction of E/I and specification of UPJN.
201	Supply & laying of 200mm dia ERW housing pipe (7.10 mm thick) Tata/ Jindal as per direction of E/I and specification of UPJN.
202	Supply & laying of 150mm dia ERW blind pipe (5.40mm thick)Tata/ Jindal as per direction of E/I and specification of UPJN.
203	Supply & laying of 150mm dia ERW slotted pipe (5.40 mm thick)Tata/ Jindal as per direction of E/I and specification of UPJN.
204	Supply & filing of MS end cap as per direction of E/I and specification of UPJN.
205	Supply & filing of MS O Ring 200 mm as per direction of E/I and specification of UPJN.
206	Supply & filing of MS Orings 150mm as per direction of E/I and specification of UPJN.
207	Supply & filing of 200 mm MS Boring Cover as per direction of E/I and specification of UPJN.
208	Supply & filing of MS Clamp 200mm as per direction of E/I and specification of UPJN.
209	Supply and Providing Bantonite powder if requried while drillingof bore hole as per direction of E/I and specification of UPJN.
210	Supply & filing of Pea gravel 1.5 to 4.5 mm in side of bore after lower and development as required as per direction of E/I.
211	Supply of 7.5 HPKSB make submersible pump set model BPD 273/4+UMA1-150 (SD) suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with KSB electric motor operating of 415 volts suitable for 3 phase 50 cycle A.C. Supply of following duty condition 7.5 HP 6 stage pipe.A-Discharge of water in LPM 500 approx size of discharge outlet in 80mm.B-Total Head of pump set 37M
212	Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qui. Make switch fuse unit with HRC fuses, Ammeter, Voltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capacitor single phase preventor etc complete set with supply of Jyoti or eq. Air break Star - Delta motor starter suitable for above submersible pump set.
213	S/F of finolex or equivalent ISI marked submersiblecopper cable of size 2 x 3 x 2.5 sq mm as per direction of E/I and specification of UPJN.
214	Supply of 80 mm dia MS column pipe having length of 3 meter each as per direction of E/I and specification of UPJN.
215	Supply of SluiceValve 80 mm dia as per direction of E/I and specification of UPJN.
216	Supply of refluxe Valve 80mm dia as per direction of E/I and specification of UPJN.
217	Supply of Extension pieces, tee, bend, clamp, boring cover etc as per direction of E/I and specification of UPJN.
218	Supply of Chlorinator with fittings complete as per direction of E/I and specification of UPJN.
219	Supply of Chain Pulley and other tools suitable for pump installation as per direction of E/I and specification of UPJN.
220	UG TankEarth work in excavation in trenches for foundationsand pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, leadupto 50 m anddressingof sidesand ramming of bottom anddisposal of surplusexcavated earth as directed by the Engineer- in- charge with in alead of 50m .(Including royalty).
221	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. From 1.5-3.0 meter
222	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. From 3.0-4.05 meter
223	Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand FM 2.2-3.6 :8stone ballast 40 mm nominal size) and curing complete,including cost ofform- work,in foundation and floors.
224	R.c.c. workwith cement approved coarse sandFM 2.2-3.6 and2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in Slab excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.M-20
225	R.c.c. workwith cement approved coarse sand FM 2.2-3.6 and2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in Raft foundation and footingexcludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.M-20
226	R.c.c. workwith cement approved coarse sand FM 2.2-3.6 and2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in R.C.C. columnsexcludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works.M-20
227	P/F Tor steel Fe500 / Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level.
228	15 mm thick plaster in 1:4 cement & course sand FM 2.2-3.6 on outer wall below Ground level & inner wall below plinth level in 15 cm width.
229	Providing and mixing water proofing material (Dr. fixet URP) in cement mortar for concrete work in proportion recommended by the manufacturer.
230	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:2:4 (1 cement : 2 coarse sand FM 2.2-3.6 : 4 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
231	Providing & fixing 75mm dia vent pipes.
232	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter
233	OHT-Supply of all matelials labour T&P and construction of R.C.C Over Head Tank of 25 kl capacity on R.C.C colours and bracing, staging 15 m.suitable foundation on contractor\"s design subject to acceptance of the Engineer-incharge. The work include flooring at ground level under the tank. Semicircular drain 1 m.wide contilever balcony all round at the base of vertical wall. Supply and fixing of R.C.C. posts 100x100 mm.x1.0m high(clear) at 1 M interval fixed on outer edges of the balcony including three rows of 20 mm dia.G.I.Pipe(medium) railing R.C.C stair case on along with spacing columns with supply and fixing of R.C.C post 100x100mm.x1.0m. high (clear) at1 M. interval fixed on either side including three rows of 20 mm.G. I(medium) pipe railings. The R.C.C post are railings shall be painted with 3coats of approved paint. Also provide M.S. ladder 0.60m.wide clear at roof level upto the bottom of tank in side the tank comprising of M.S.Angle 50x50x6mm. with 20 mm dia plane M.S.Bar fixed at 25cm. interval with G.I pipe projected for holding while enter ing or exit supply and fixing 75x75cm. manhole cover of 8 mm. thick MS Plate with locking arrangement top roof lantern, lightening conductor and water level indicator fixed and jointing C.ID/F vertical pipes with M.S.clamps 50x8mm. M.S.Flatin inlet, outlet washout and over flow of sizes mentioned below with jointing material etc but including the cost of D/F Pipe and sluice valve for tank to duck foot level laying and jointing of duck foot bend and horizontal C.I.D.Fof S.F Pipe and upto sluice valve chambers. i.e atleast 3m. horizontaly beyond the duck foot bend, fixing of sluice valve and construction of masonary type sluice valve chamber making washout disposal chamber of ground level and connection in to drain for proper disposal of the overflow washout water. Also including testing, washing and disinfection of the tank and proper maintenace for 12 calender months. All expose surface of structure to be given three coats of approved colour, cement paint to give a smooth and even colour including writing the matter as directed by E.The pipe system above apron level along with clamps to painted coats of approved sythetic paint also including of all works, labour, matterial ,T& P required in connection with successful completion of work in accordance of various terms and conditions, specification clauses specifically embodied in this agreement are otherwise considered neccessary by E/I also including soil tesing to be done by contractor and soil test report summit to the office.(A) C.I.D.F. Pipe Inlet 100mm (b) C.I.D.F. Pipe Outlet-150mm (c) C.I.D.F. Pipe Over Flow -100mm (d) C.I.D.F. Pipe Washout-100mm
234	Boundary Wall-Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
235	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
236	R.C.C. work with cement approved coarse sand FM 2.2-3.6 and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Foundation excluding supply of reinforcement and its fixing and binding the same with 24 BWG 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. strength of the concrete shall not beless than M-20.
237	R.C.C. work with cement approved coarse sand FM 2.2-3.6 and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG 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. strength of the concrete shall not beless than M-20.
238	R.C.C. work with cement approved coarse sand FM 2.2-3.6 and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Lighter Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG 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. strength of the concrete shall not beless than M-20.
239	First class brick work in 1:6 cement and coarse sand of 1.5-2.0 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work.
240	First class brick work in 1:6cement and coarse sand of 1.5-2.0 fineness modulusin super-structure above plinth level includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms.
241	First class brick work in1:4 cement and coarse sand FM 1.5-2.0 mortar in superstructure for wall thickness 12 cms & below.
242	P/F Tor steel Fe-500 /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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
243	Supply of M.S. Grill of approved quality and drawing made of flat iron not bigger then 20x4 mm size including supply of material, fabrication, labour , T&P and also one coat of red oxide paint complete in all respect as per direction of Engineer-in-charge for proper completion of work at site.
244	12 mm cement plaster in single coat on FAIR side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 C. sand FM 1.5-2.0
245	Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem, durrocem, robiacem, guttucem supercem qualityandof required shade on undecorated wall surfaces(two coat) overone andincludingonecoatwhite cementprimertogiveaneven shade after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials.
246	Painting Ist coat over priming coat (but including cost of priming coat) on steel andothermetalsurfacesup to 10 cm. widthorgirthorsmall articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolitesuperlac,DULUX specified brushingto giveanevenshadeand including cleaningthe surfaceofall dirt,dust and other foreignmatter sand paperingand stopingincluding cost of all materials, labour toolsandplants etc. required forpropercompletion of the work.
247	M.S.Gate Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
248	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
249	R.c.c. workwith cement approved coarse sand FM 2.2-3.6 and2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in lighter beams i.e. havingspans upto 6 m.excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not be less than M-20.
250	R.c.c. workwith cement approved coarse sand FM 2.2-3.6 and2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in raft foundation excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not be less than M-20.
251	R.c.c. workwith cement approved coarse sand FM 2.2-3.6 and2cm. (3/4\") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in columns excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the works. strength of the concrete shall not be less than M-20.
252	P/F Tor steel Fe-500 /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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
253	12 mm cement plasterinsingle coat on fair side ofsingle orhalfbrick wall forinteriorplasteringupto floortwolevel including brick wall for interior plastering uptofloortwo level including internal roundedangles chamfers, and / orroundedanglesnot exceeding80mmin girth and finished even and smooth No. extra for mixing any additive. 1 cement : 6 Course sand FM 2.2-3.6
254	Finishing wall with water proofing cement paint of 2 Coat approoved ,make such as super snowcem durocem, robiance guttcem super cem qulity and of requred shade on under coated wall surface over and including one coat white cement primer to give and even shede after throughly after burshing the surface to.same as item no. 660 above but for each coat of water proof cement paint after the first coat to give an even shade
255	Supply andfixingM.S.Workingate \"includingall necessary forproper\"completion of the work. As per drawing and design provided by department.
256	Painting or varnishing new iron work in smallareas or new wood with two coat (up to one sq, meter) of ready mixed priming paint and one coat of approved superior quality ready mix paint (2nd quality synthetic cnamel paint of approved brand such as British paintShalimar, Asian or equivalent supply of all materials, labour, T&P etc. required for proper completion of work. Paint to be used should contim the LSI No. 103-1950
257	Hand Pump Supply of India marka - II hand pump ISI marked with cylinder & connecting rods including Supply of 40 M PVC pipe of 110mm dia plain (6kg/sqcm) pressure pipe including supply of 10 M Slotted 110mm dia sloted (6kg/sqcm) pressure.Providing necessary boaring T&P including making arrangement of water for boaring 200mm dia bore hole by Rig machine in all type of streta complete item.50 metre B.G.L. Supply & fixing of nylon jalli around the slotted pipe complete as required.Lowering of 110mm dia Rogid P.v.c. pipe in bore hole including cutting jointing etc. complete.Providing & packing of coarse sand around the P.v.c.pipe.Supply of 32mm dia G.i.pipe B class with required fitting.Development of bore by manual labour till discharge of free from turbity complete item. Including 1.5 m dia platform in cement concrete of 1:2:4 including base of 1:5:10. work shall be completed in direction of E/I as per specification of UP Jal Nigam.
258	RAIN WATER HARVESTINGEarth 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. In all kind of soil upto 1.5m depth
259	Same as above item but in all kind of soil upto 1.5m to 3.0m. depth
260	Same as above item but inall kind of soil upto 3.0m to 4.5m. depth
261	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand FM 2.2-3.6 :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
262	First class brick work in 1:4 cement and coarse sand of 1.5-2.0 fineness modulus) mortar inplinth & foundationincluding supply of all materials, labour and T & P etc reqiored for proper completion of the work.
263	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand FM 2.2-3.6 :3 graded stone aggregate 20mm nominal size)
264	P/F Tor steel Fe-500 / Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level.
265	15mm cement plaster on rough side of single or half brick wall mix 1:4 (1 cement : 4 coarse sand) FM 1.5-2.0
266	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:With 20x20mm square bar
267	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter
268	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. Drilling of 300mm dia bore hole manually.
269	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
270	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.
271	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.
272	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.
273	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.
274	S/F of upvc SWR Pipe Type -B confirming to IS -13592 incluiding jointing the pipes with rubber ring lubricant and UPVC SWR Cuplar confirming to IS 14735 also inluiding excavation of treches cutting of walls and holes and repairing of walls , floors and refilling the trenches as before cut including cost of other fittings such as door band, T and YT including supply of all materials labour and t&p required for prper complition of the work. a) 150mm diameter S.W.R. Pipe
275	Same as above item but in200mm diameter S.W.R. Pipe
276	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand FM 2.2-3.6 :10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design. 150mm diameter S.W.R. Pipe
277	Same as above item but in 200mm diameter S.W.R. Pipe
278	Constructing brick masonry manhole with 150 class designationbricks in cement mortar 1:4 (1 cement : 4 coarse sand FM 1.5-2.0) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand FM 2.2-3.6: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand FM 2.2-3.6 : 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand FM 1.5-2.0) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand 2.2-3.6 : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 50x70 cm & 90 and45 cm deep for pipe line with one or two inlet : with common burnt clay brick of class designation of M- 150
279	External Electric Work Supply and erection of steel tubular pole 9.0 meters long designated 410 SP-29 in 1:3:6 cement concrete foundation including excavation, back filling etc. complete in all respects. S.I. No.610
280	Supply and erection of \"D\" clamps of 50x6mm flat iron on steel tubular poles/steel rail poles with bolts, nuts etc. complete in all respects including painting with aluminium paint.S.I.No.623
281	Supply and fixing of 100mm x 100mm shackle insulator/100mm x 80mm pin insulator including G.I. bolts/spindle nuts etc. complete in all respects. S.I.621
282	Supply and fixing of 75mm x 90mm shakle insulator/100mm x 65m pin insulator G.I. bolts/spindle nuts etc. complete in all respects. S.I.No.620
283	Supply and erection of stay set at least 3.5 meters away from the pole complete with galvanised 19mm dia x 1.80 meter long stay rod 30mm x 30mm x 6.3mm anchor plate, thimple, stay clamps, stay insultors, 19mm x 600mm double screw tightner 7/3.15G.I. stay wire etc. in 1:3:6 cement concrete in all respects. S.I. No.631
284	Supply and erection of overhead line with ACSR conductor on pole/service bracket including binding etc. complete in all respects. S.I. No.627
285	Supply and erection of overhead line with G.I. wire No. 8 SWG to 4 SWG on poles/service bracket including binding etc. complete in all respects. S.I.No628
286	2.5sqmm aluminium conductor single core wire for connection from cable end box to flourescent tube. S.I.No. 1301B
287	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 cable run shall be fixed on M.S. clamps etc. of suitable size. S.I.No.501185 sqmm 3.5 core
288	Same as above item but in 120 sqmm 3.5 core
289	Same as above item but in25 sqmm 3.5 core
290	Same as above item but in 10 sqmm 4 core
291	Same as above item but in16 sqmm 2 core
292	Supply and burying of 600x 600x 6.0mm G.I. plate, vestically for earthing with its top at least3 meters below ground level complete with 20mm dia G.I. Pipe and funnel for watering and one earthing lead of one no.8 to 10 SWG G.I. wire in 15mm dia G.I.pipe upto (Switch board from apron Switch board the cost of G.I. pipe and G.I. pipe will be extra) 30mm square C.I. frame with linged cover, ,masonary housing, alternate layers of charcoal/coke and salt at leat 150mm thick alround etc.S.I. No. 703
293	Supply and fixing of factory wired HPF street light flourescent tube light fitting suitable for 1x40 watt flourescent tubes including tube etc. on G.I. pipe brackets complete in all respects. On pole.Cat B S.I. No.467 (II)
294	Supply and fixing danger board fabricated from 10 gauge M.S. sheet as per E.I. rules. S.I.1109
295	Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported back with hard board or soft board with supply of all material labour T & P for proper completion of work.S.I.1134
296	S/F of 32A 240 V DP metal clad rewireable type switch fuse unit on M.D.F.E.G. board complete in all respects. S.I.305
297	S/F of 320Amp 415 V metal clad TPN CFS complete with HRC fuse etc.on angle iron frame complete in all respects. S.I.-355
298	C C Road- Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c withinalead of 50m. (PWD-251)
299	Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand FM 2.2-3.6 : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors .(PWD-281)
300	Class 150 brick work in1:6cement and corse sandof1.5-2.0fineness modulus mortar in foundation and plinth including supply ofall materials,labour andtools and plants etc.requiredforpropercompletion of the work. PWD-303+ (307-306)
301	Cement concrete 1:2:4 (1 cement : 2coarse sand FM 2.2-3.6 : 4 graded stone aggregate 20 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.279b
302	Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1 Using grade \"A\" sealing compound.
303	DrainExcavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
304	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand FM 2.2-3.6 :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
305	First class brick work in 1:6 cement and coarse sand of 1.5-2.0 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work.
306	20 mmthickcementplasterindado/ skirting in 1:3 consisting of one part of cement and 3 parts of aproved coarsesand FM 1.5-2.0 laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required forpropercompletionofthe work.
307	Cement concrete flooring 1:2:4 (1 cement :2 coarse sand FM 2.2-3.6 :4 graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coats neat cement (40 mm thickfloor).
308	Interlocking Tiles-Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (PWD-251)
309	Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors.(PWD-281)
310	First class brick work in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc.
311	Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm Providing and laying of interlocking concrete block pavements having thickness 80 mm including fine sand as per drawing and technical specification clause 1504.
312	Filling of good earth for filling low land pocket from 3 km distence including loading unloading & ramming watering proper compaction with 20 cm layer not exceeding work executed as per direction of engineer-in-charge complete.(including cost of earth)

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

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

Top

Construction Of Residential And Non Residential Building For Proposed Fire Station At Ikauna Distt- Shrawasti, Ikauna-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Construction Of Residential And Non Residential Building For Proposed Fire Station At Ikauna Distt- Shrawasti, Ikauna-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us