CEO/M.C/ T No.03 /GIS-Nagheta/2021-22

Amount

33kV Gas Insulated Switchgear (GIS) Equipment as per technical Specifications:: 33 KV SF6 Insulated Panel with 1250A CB, CTset {600-300/1-1-1, 3Nos, 400-200/1-1-1-1 , 2 Nos ,stn t/f 10-5/1-1-1 , 1 nos}, PTset- 33kv/110v 2Nos. & DLMS compliant energy meters, Two Incommer, Two Outgoing,one station t/f and one Bus Coupler Panel

33 KV isolator with E/Blade, 800A

33 KV isolator without E/Blade, 800A

30 KV lightning arresters metal oxide type

Power Transformer, 33/11kV, 3.15 MVA ,ONAN,OLTC,Outdoor

100 KVA, 33/0.433 kV S/Stn. Transformer

33kV Expulsion type drop out fuse unit

33KV XLPE cable 1x150mm2

33KV XLPE cable 3x120mm2

33KV XLPE cable 3x95mm2

GIS termination kit for 33KV XLPE cable 1x150mm2 (indoor)

Heat shrink end termination kit for 33KV XLPE cable 1x150mm2 (outdoor)

GIS termination kit for 33KV XLPE cable 3x120mm2 (indoor)

Heat shrink end termination kit for 33KV XLPE cable 3x120mm2 (outdoor)

GIS termination kit for 33KV XLPE cable 3x95mm2 (indoor)

Heat shrink end termination kit for 33KV XLPE cable 3x95mm2 (outdoor)

11kV Switchgear and Allied Equipment as per technical Specifications: Providing,erection,testing and commissioning of 11KV, 9 Nos. Panel VCB Board comprising of 2 Nos. Incomers, 1No. Bus Bar coupler and 4 Nos.of out going feeders suitable for operation on 30Volts DC control supply ,along with 1Nos of capacitor bank panels, along with 2 no spare VCBs without panels. and 2 nos ct sets (one incommer ,one outgoing) and one PT set. 2 Nos Incomer CT Ratio 1200-600/1-1-1-1A with 2 Nos PT 11KV/110V 1 No. Bus coupler of CT Ratio 1200-600/1-1-1 Amp 4 Nos out going feeders having CT Ratio 400-200/1-1-1 Amp

11kV double pole isolator without E/B

9 kV LAs sub station type with polmeric housing

11kV 3x185mm2 XLPE cable

11kV heat shrink terminating kit: Heat shrink end termination kit for 11KV XLPE cable 1x300mm2 (indoor)

Heat shrink end termination kit for 11KV XLPE cable 1x300mm2 (outdoor)

Heat shrink end termination kit for11KV XLPE cable 3x185mm2 (indoor)

Heat shrink end termination kit for 11KV XLPE cable 3x185mm2(outdoor)

11kV XLPE cable, 1x300mm2

Auxiliary Equipment as per technical Specifications: 30V, 200 AH battery a/w chargers as per technical specifications. 30V, 200 AH Lead acid stationary battery

2 Nos. Float & boost chargers for above battery (one running and one standby charger)

DC distribution panel for above

415V, AC Distributioin Board with DLMS compliant energy meter as per technical specifications a) 32 Amp 6 Nos b) 100 Amp 3 Nos c) 200 Amp 1 No

Super structures & bus bar as per technical specifications.The detail of schedule of quantity as per design and drawing should invariably be supplied. For 11 kV super structure and bus bar Gantry structure for 4 Nos. outgoing feeders including erection of Isolators, 9KV LA, hoisting/stringing of pin & disc insulators inclusive of hardware fitting, sagging of conductor, with suitable arrangement to mount 11kV XLPE cable from control room, Cable Stand & interlinking 11KV outgoing feeders. The structure shall be on 11m Steel Tubular Poles inclusive of foundation and other related works as per technical specifications.

For 33 KV super structure and bus bar Laying of earth mat with GI Flat of size 50x8mm with flat laid alongside & cross laid at a distance so as to have safe values of step & touch potential. Providing grounding rods distributed all over the substation. All equipments in the yard as well as control room shall be connected to the earth grid by earthing conductor as per technical specifications. Earthing of transformer neutral to be made through copper flat from two separate earthing pits.(chemical earthing)

Yard lighting (Qty/length is tentative, which will be measured as per actual) 8 mtr, 100 mm dia GI pipe poles for yard lighting

Energy efficient 4x24 watts T-5 lamp fitting a/w lamp

GI pipe bracket for above fitting

Post lamp for gate

Clamps for GI pipe bracket

LT cable 4x16 mm2 for yard lighting

LT cable 2x6 mm2

Junction box

Control & LT Power cables as per technical specification (Length of cable is tentative, which will be measured as per actual). 2x4 mm2

7x2.5 mm2 screened control cable

12x2.5 mm2 screened control cable

19x2.5 mm2 screened control cable

3.5 core 95 mm2 aluminium cable suitable for 415 V, AC

11 kV Capacitor Bank + Switch (2x3.6 MVAR)

Fire Fightening Equipment Powder fire extinguisher (Store Pressure type) duly ISI marked conforming to IS:15683: 2006, with IS 14609, ISI marked ABC powder complete with Squeeze grip release valve, locking arrangement, pressure gauge, operation manual, bracket with two screw and sieeve. (9kg)

CO2 type Fighting Extinguisher ISI marked conforming to IS: 15683. complete with hose horn, squeeze grip release valve.locking arrangement, pressure gauge, operation manual, bracket with two screw and sieeve. (4.5kg)

Machanical Fram (AFFF) Extinguisher Store pressure type ISI marked conforming to IS: 15683. complete delevery hose, squeeze grip release valve.locking arrangement, pressure gauge, operation manual, bracket (9 Ltr)

Machanical Fram (AFFF) trolley mounted type fire Extinguisher ISI marked IS: 13386 with G.M cap. delevery hose, Discharge Nozzle & outer CO2 cylinder. complete in all respect. (50 Ltr)

Fire Bucket with Stand

Civil Works

Laying of Sand & Shingles of size 20-25 mm2 as per approved layout and technical specifications. Excavation in earth work and banking in 20cm layers including breaking clods, ramming and dressing around for the purpose of making embankment for filling upground depressions up to a lead of 20 mtrs. Lift up to 1.5 mtrs.

Spraying of anti-weed medicine on dressed ground as per direction of engineer in charge

P/L sand in yard of substation

P/L gravel in yard of substation

Control Room Building

Excavation in foundation, trenches etc. in earth work lift up to 1.5m stacking the exacavated soil not more than 3m clear from the edge of exacavtion and returning the stacked soil in 15cm layer, when required into plinth sides of foundation etc. consolidated is deposited layer by ramming and watering and then disposing of all surplus earth within 20m lead as directed by engineer incharge.

Providing and laying cement concrete 1:4:8( 1 cement, 4 sand, 8 graded stone aggregate 25mm NS) and curing complete excluding cost of form work foundation and plinth.

Random rubble masonary/ polygonal rubble masonary(uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement, 6 sand, 12 graded stone aggregate 20mm NS) in cement mortar 1:6 ( 1cement, 6 sand)

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30*30*5mm so as to give a fair finish including centering, shutering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu-reinforced concrete Foundation footing basis of columns and the like and mass concrete.

Columns, pillars posts and struts.

Sides and soffits of beams, beam haunching, cantilever

Flat surface such as soffits of suspended floor roof, landing above 200mm in thickness

Edges of slabs and breaks in floors and walls above 20 cm wide

Providing and laying cement concrete 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete excluding cost of formwork and reiforcement: Foundation footing basis of columns and the like and mass concrete.

Columns, pillars posts and struts.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.

Brick work using common burnt clay building bricks in superstructure in cement mortar 1:6 (1 cement: 6 sand) First class brick

Half brick masonary in common burnt clay building bricks in cement mortar 1:4 (1 cement: 4 sand) First class bricks

15mm cement plaster in single coat on rough side of brick/ stone masonary for interior plastering upto floor two level including arrises, internal rounded angles. Chamfers or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1 cement, 6 sand)

15mm cement plaster in single coat on fair side of brick/ stone masonary for interior plastering upto floor two level including arrises, internal rounded angles. Chamfers or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4 (1 cement, 4 sand)

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement, 3 sand)

P/F aluminium work for door, windows, ventilators & glazed partition frames with excruded built up standard tubular & other section of approved make confirming to IS 733 & IS 1285 anodised transparent or dyed

P/F annodised aluminium work for shutters of doors, windows & ventilators including providing and fixing hinges and making provision for fixing of fitting where ever required

P/F aluminium anodised powder coated pattern to existing window/ ventilator with 80mm*80mm panels holes with 25*8mm thick aluminium flat in windows and ventilator including fixing with aluminium screws or bolts and nuts complete

P/F glazing in aluminium door, window, ventilator shutters and partition etc. with PVC/ neoprens gasket etc. complete as per drawing with glass panes of 5.5mm thickness

P/F anodized aluminium sliding door bolt anodized colour & shade with bolts & nuts screws etc. Complete 300*16 mm

P/F aluminium tower bolts ( berrel type) anodised transparent or dyed to required shade and colour with screws etc. complete For doors (200*10mm)

For windows (150*10mm)

P/F aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete For doors (125mm)

For windows (100mm)

P/F 100mm bright finished brass floor door stopper with rubber cushion screws etc. to suit shutter thickness complete

P/F bright finished hard drawn hooks and eyes (150mm)

Applying birla wall care putty over plaster surfaces after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete

Excavation in earth work and filling in 15cm layers in foundations and plinth i/c ramming, watering and consolidating upto a lead of 20mtr and lift upto 1.50mtr with antiweed treatment (Spade work)

Filling in plinth with sand under floors i/c watering, ramming, consolidating and dressing complete

Boulder filling dry hand packed tightly as in wire crate under floors

P/L cement concrete work 1:3:6 (1cement, 3 sand, 6 graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork in foundation and plinth in breast and retaining walls etc.

Kota stone slab flooring 20mm thick base of cement mortar 1:4 (1 cement, 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete

Kota stone slab 25mm thick in risers of steps, skirting dado and pillars laid on 12mm thick cement mortar 1:3 (1 cement, 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete

P/L 20mm thick acid proof tiles of size upto 300*300 mm of specified shade in floors, treads of steps and landings laid on a bed of 12 mm thick cement mortar 1: 3 (1 cement, 3 sand) jointing with cement slurry mixed with pigment to match the shade of tiles

P/L spartic ceremic tiles 5.5mm thick in flooring (300*300mm) treads of the steps laid on a bed of 12mm thick cement mortar 1:3 (1 cement, 3 sand) finished with flush pointing in white cement

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and also including preparing the surface even and sand papered smooth.

Extra over item above for every sub sequent coat of distempering with oil bund washable distemper of approved brand and manufacture

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials

Extra over item above for every sub sequent coat of water proofing cement paint of approved brand and manufacture

P/L cement concrete work 1:5:10 (1 cement, 5 sand, 10 graded stone aggregate 40mm NS) & curing complete excluding the cost of formwork in foundation and plinth

P/L cement concrete work 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm NS) & curing complete excluding the cost of formwork in foundation and plinth

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement: 6 sand) using first class bricks

15mm cement plaster in single coat on rough side of brick/ stone masonary for interior plastering upto floor two level including arrises, internal rounded angles. Chamfers or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1 cement, 3 sand)

Supplying and Fixing rolling shutters of approved make made of 80 mm * 1.5 mm* M.S. laths interlocked together through their entire length andd joined together at the end by and locks mounted on specially designed pipe shaft wiith brackets side guides and arrangments forr inside and outside locking with push pull operation complete but excluding the cost of the top cover and spring, shutters having width below 3.5meters

Applying priming coat over new steel & other metal surfaces after & i/c preparing the surface with readymixed priming paintt bruhing red lead , red oxide/ zinc oxide crome

Painting two coat (excluding priming coat) on previously painted steel and other metal surfaces with Enamel paint, brushing oil, grease to given an even shade including cleaning the surfaces of all dirt.

P/F on wall face PVC (D- Plast) rain water pipes of working pressure not les than 4.5kg/m2 i/c filling the joint with approved adhesive complete (75mm dia)

P/F on wall face PVC (D- Plast) accessories for rain water pipes (150mm dia)

Water Supply & Sanitary Fiiting P/F vitreous china wash down water closet ( European type W.C. pan) with cover and integral P or S trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement, 1 sand) Angle Indian universal closet (Item code-3.25(II) WSIS)

P/F plastic seat & cover for wash down closet with C.P. in white colour (Item code-3.34(I)(A) WSIS)

P/F vitreous china wash basin with single hole for pillar tap with C.I. or M.S. Brackets painted white i/c cutting holes & making good the same but excluding fittings Flat back (630mm*450mm) (Item code-3.39 WSIS)

P/F 100mm P or S trap for water closet i/c jointing the trap with pan and soil pipe in cement mortar 1:2 ( 1 cement, 2 sand )

P/F 10.0/12.50/15.00 litres vitreous china low level flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as lead valve less syphon, 15mm nominal size brass ball valve with polythene float, C.P. Brass handle, unions and couplings for connections with inlet, outlet and overflow pipes 40mm dia C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet

P/F G.I. inlet connection for flush pipe with W.C. Pan

P/F M. I. union for wash basin

P/F 32mm waste pipe for wash basin i/c brass cheaknut

P/F cast iron floor trap of self cleaning design with sand cast iron screwed down or hinges

P/F 100mm sand cast iron grating for full floor or nahni trap

P/F 600*450mm bevelled edge loking mirror of superior glass mounted on 6mm thick A.C. or plywood and fixed to wooden plus with CP brass screws and washers

P/F CP brass towel rail complete with CP brass brackets fixed to wooden plug CP brass screws

P/F CP brass soap disc with CP brass brackets and guard rail complete fixed to wooden cleats with CP brass screws

P/F brass full way valve with wheel 20mm NS

P/F bib tap/ cock 15mm dia ( superior or heavy quality)

P/F CP brass pillar tap with capstan head 15mm dia

P/F stop cock CP 15mm dia

P/F PVC connection pipe with brass union 15 mm NS bore

P/F to wall ceiling and floor galvanised mild steel tubes ( medium grade) tube mild steel and clamps i/c making good the wall ceiling and floor 15mm dia

20mm dia

P/F D- plast water storage tank 1000ltrs capacity ISI make

P/F vitreous china bowl pattern urinal i/c connection the urinal i/c connecting the urinal with waste pipe by means of white lead and chhoped hemp( waste pipe to be measured seperatly) Flat back type of size 430*260*350mm

P/F automatic flushing cistern with a pair of C.I. or M.S. Brackets complete with fitting

P/F PVC spun spigot and shocked waste and ventilating pipes 100mm dia

50mm dia

P/F PVC fittings and accessories Plain bend 100mm dia

Collar 100mm dia

PVC Cowl 50mm dia

C/o manhole with RCC slab in 1:2:4 mix with foundation concrete 1:4:8 (1 cement, 4 sand, 8 graded stone aggregate 40mm NS) inside plastering 15mm thick with cement mortar 1:3 ( 1 cement, 3 sand ) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm NS) finished smooth complete i/c curing and testing inside size 800mm* 800mm and 500mm deep i/c C.I. cover with frame (light duty single seal pattern) 455mm*610mm internal dimensions total weight of cover and frame to be not less than 38kh of frame 16kg) with 200mm thick walls of bricks in cement mortar 1:3 (1cement, 3sand)

Site Development Clearing jungle i/e uprooting of rank vegetation, grun brush wood, trees and sapings of girth upto so cm etc. (Item code-07110000)

Cutting in earth work in pick, jumper work50% each. (Item code-07010000) i. X-Sec at R.D. 0/00 M CUTTING :- 1/2*25*2=25.0 M2 ii X-Sec at R.D. 0/015 M CUTTING :- 1/2*30*1.70=25.5 M2 iii X-Sec at R.D. 0/030 CUTTING:- 1/2*30*1.50=22.50 M2 iv X-Sec at R.D 0/045 CUTTING:-1/2*32*1.30=20.80 M2 v X-Sec at R.D 0/050 CUTTING:-1/2*35*1.20=21 M2

Excavation in foundations, trenches in earth work in pick, jumper work 50% each . Average Ht. of R/wall =3.0 Mtr. Total Length of wall:- 2(50+50)=200M.

Providing from work with steel plates 3.15mm thick welded with angle iron in frame 30*30 *5mm in Vertical surfaces such as wall (any thickness) and the like .

Providing From laying c conc 1:5:10 (1 Cement;5 sand; 10 graded stone agg. 40 NS) with 15% plums, the size of plum may usually be 150mm to 300mm as per H.P.P.W.D specifications.

stone filling behind the R/wall with hard stones of app quality.

P/F PVC pipe 4" dia in weap holes @1.00 M o/c in staggered

Excavation in earth work and filling in 15cm layers in foundation and plinth i/c ramming watering and consolidating upto a lead of 20 mtrs.s lift upto a 1.5 mtrs.

P/L Panel fencing around periphery of S/Stn.

P/F steel gate longwith 1 no.wicket gate.

C/o cement conc. Approch road to sub-station.

Construction of Type -II Quarters Excavation in foundation, trenches etc. in earth work lift up to 1.5m stacking the exacavated soil not more than 3m clear from the edge of exacavtion and returning the stacked soil in 15cm layer, when required into plinth sides of foundation etc. consolidated is deposited layer by ramming and watering and then disposing of all surplus earth within 20m lead as directed by engineer incharge.

Providing and laying cement concrete 1:4:8(1 cement, 4 sand, 8 graded stone aggregate 25mm NS) and curing complete excluding cost of form work foundation and plinth.

Providing and laying cement concrete 1:6:12(1 cement, 6 sand, 12 graded stone aggregate 40mm NS) and curing complete excluding cost of form work foundation and plinth.

Boulder filing dry had packed tightly as in wire crate apron bund (wire crates to be measured spearately).

Filling in plinth with sand under floors including watering, raming, consolidating and dressing complete.

Providing frame work with steel plates 3.15mm thick belded with angle iron in frame 30*30*5mm so as give a fir finish including centering, shuttering, structing and propping etc with wooden battens and baillies, height of propping anmd centring below supporting floor to celling not exceding 4mtrs and removal of the same for insitu-reinforced concerete and plain concerete work in: Foundation footing basis of columns and the like and mass concrete.

Flat surface such as soffits of suspended floors roofs, landing and the like florr etc. upto 200mm thick.

Columns, pillars posts and struts square, rectanular of polygonal in plan.

Beams, contilever, girders and lintels

Chullah hoods, weather shades chajjas, corbels etc. including edges

Stair cases with sloping or stepped soffits excluding landing

Providing and laying cement concrete 1:2:4(1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete excluding cost. Foundation footing basis of columns and the like and mass concrete.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor to level

Columns, pillars posts and struts upto floor to level.

Stair cases(execept spiral stair cases) excluding landing.

Random rubble mansonary/polygonal rubble ansonary funcoursed/brought to couress) with hard stone of approved quality in foundation and plinth including leveling up with cement concerete 1:6:12 (1Cement: 6Sand: 12 garaded stone aggregate 20mm nominal size at plinthlevel in cement mortor 1:6 (1 Cement: 6 Sand)

Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto tow level tor steel.

Half brick masonary in common burnt cly building bricks in cement mortar 1:6 (1 Cement: 6 Sand) second class brocks above plinth level upto floor two level.

Providing wooD work in frames of doors, windows clearstory, windows and other frames wrought, framed and fixed in position 2nd class Deodar wood.

Providing & fixing panelled glazed or panelled and glazed shutter for doors, windows & clerestory windows including black enamelled ironbutt hinges with ncessary screw 40mm thick 2nd class Deodar wood.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G with wire of dia 0.56mm for doors, windows and clerstory windows including bright finisedblack anamelled iron hinges with necessary screws.

Providing 40*3mm flat hold fast 40cm. Long including fixing to frame with 10mm di. Bolts, nuts.

Providing and fixing M.S. Grills of required pattern in wooden frames of windows etc. with M.S. flat, Square of roung bars with round headed bolts and nuts or by screws .Plain gril

Providing and fixing 12mm thick 150mm wide pelmet with 25mm dia wooden curtain roads and brackets including fixing 25*3mm M.S. flat at 10 C.M long and plugs etc. complete. 1st Class kail; wood

Providing and fixing 25mm thick panelled glazed or panalled and glazed shutters for cup boards etc. including Nickel plated bright finished hinges 2nd class Deodar wood.

25mm thick wooden shelves supported on 40*40mm*6mm or Liron brackets fixed at suitable distance but no exceeding 75cm apart 1st class kail wood plank shelf.

Providing and fixing 75mm*60mm rounded hand rails in straight length complete in 2nd class kail wood.

Providing wood work in trusses, Purlins, raftrs,posts, post plates,wall plates and the like wrought framed, hoisted and fixed in position 2nd class Deodar wood.

Cement Concerete flooring 1:2:4 (1 Cement: 2sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement 50mm thick.

6MM Cement plaster to ceiling in cm1:4 (1 Cement: 4 sand)

15mm cement plaster in single coat on the rough side of brick/concerete/stone wails for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not not exceeding 80mm in girth and finished evenand smooth in cement mortar 1:4

Applying one coat of distemper primer of approved brand and manufacture on wall surfaces after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the survace even and sand papered smooth.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning ----dirt sand papering and knotting.

Painting two coats (excluding priming coat) on new wood and wood based surface, with redimixed paint, brushing to give an even shade including cleaning of all dirt, dust and other foregn matter sand papering and stopping with white paint.

Distempering (two coats) with dry distemper of approved brand and manufacturer and of required shade on undecorated wall surfaces to give and even shade over and manufacture after thoroughly brushing the surface free from mortar droppings and toher foeign matter and also including preparing the surface even and sand papered smooth.

Providing and fixing anodized M.S. sliding door bost vroght finished or / and black anamelled with bolt and nuts screws etc. complete. 300*16mm

Providing and fixing M.S. tower bolt (barrel type) with necessory screws etc. complete. 250*10mm

Providing and fixing M.S. handle with necessory screws etc. complete. 125 mm

Providing and fixing M.S. hooks and eyes 25mm.

Providing and fixing bright finished or/and black enamelled iron (Helical door spring 150mm)

Providing under layer for plinth protection of 75mm thick (unconsolidated bed dry brick/stine aggregated 40mm nominal size will rammwed and grouted with fine sand including preparation of groung.

Providing plinth protection 5033 thick in cement concrete 1:3:6(1 cement, 3 sand, 6 graded stone aggregate 20mm NS) .

Construction course rubble hammer dressed "U" shape open surface drain with side wall, 15*22cm in cement mortar 1:6 (Cement :6 sand) including earth work and laying 10cm cement cincerete in 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate) of 40mm nominal size and 7.5cm cement concerete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate of 20mm nominal size) and finished with a floting coat of neat cement complete as per standard design.

Construction of BOREWELL Transportation of Suitable track-mounted DTH (percussion clay/Rigs each drilling rigs each alongwith necessary accessories etc. to the site direction of Engineer-in-charge.

Drilling bores of 152 mm dia per IS:2900-1979 using odex/tube attachment reuired for drilling collapsible strata conglomerate boulders, pabbles, gravels slit clay etc. including cost of attachment. Consumable stores, bits, Water, POL etc. with system of simultaneous lowering of 128 mm dia fincut casing which will be welded together using 2.5 mm dia Advani serlikon electricles with one plain end and the other and chamfered to 50 degree removing galganishing on the areas to be welded including off the threads of GMS pipe if used.

Supplying and lowering of IS Marked as 125 mm nominal bore 5 mm thick fincut MSERW casing as per requirement of ODEX attached from approved manufactures complete in all respect as per direction of Engineer-in-charge.

Providing and fixing suitable casing shoe and bit tube as per requirement of ODEX attachment complete in all respect as per direction of Engineer-in-charge.

Development of tubewell borewell and testing with air compressor through v-notch and disinfection etc. as per direction fo Engineer-in-charge.

Supplying and installation of Submersible pump of suitable make such as Crompton/Calama/ bs/su/ksb/Amrut/confirming to ISS 1984-1976 along with a directly coubpled type Square cage electrical induction motor of suitable for the operation on 220+ 55% volt. AC supply with water lubricated bearings and provided with pivoted segment type thrashed bearing to with stand non vertical head ith heating of motor complete in all respect. Providing and installation of pump set total Head 40 to 60 mtr and discharge 100 to 80 LPM BS/KSB/HINDUSTAN Pump (Make) 2 HP.

Supplying and fixing of control panel for submersible pumps complete with sheet, fabricated duly painted and complete internal wiring and composing of air break starter main switch of suitable size and Amp. Meter, Volt Meter single phase including lamp etc. as per requiement at site complete in all respect.

Supplying and fixing submersible cable to submersible motor of suitable size 2.5 mm sq. approved make & relevent ISS as per 1554-1988 of FINOLEX, JEC, ICS, ELCO, GRANDLY, Natural make complete in all respect.

Providing and fixing increaser/reducer/sockets/bend nut bolt clamps testing of all above items as per direction of Engineer-in-charge.

Supllying & fixing of 40 mm dia O.D. (outer dia) H.D. Pipe as colamn pipe into the bore hole complete as per the direction of Engineer-in-charge.

Providing and fixing steel rope of 6 mm thick for hanging the Submersible pump set into the bore for its extract from the well as per direction of the Engineer-in-charge.

Providing and fixing of G.I. Pipe size 25 mm.

Providing and fixing of water PVC tank capcity of 1000 ltr with flote valeve.

Excavation in drain & channel etc in earth work in all kind of soil such as pick work, jumping work blasting work, decomposed conglomerate saturated soil, soft and hard rock including dressing of side and bed and preparation sub grade to level or slop i/c refilling the trenched and disposing of surplus earth up to all leads, lifts disposed earth to be leveled and neatly dressed as per direction of Engineer-in-charge complete in all respect.

Construction of Septic Tank Excavation in foundations, trenches etc., in earth work, in all kinds of soil such as pick work, jumper work, blasting/chiseling/wedging out of soft/hard rock including pumping and bailing out water and stacking the excavated as per direction, from the edge of the excavation and then returning the stacked soil in 15 cm. layers, foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts manually and mechanically means as directed by the Engineer-in-Charge.

Brick work in common burnt clay building second class bricks in foundation and plinth in cement mortar 1:4(1 cement:4 sand)

half brick masonry in common brunt clay building bricks in cement mortar 1:4(1 cement:4 sand) second class bricks

Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinths.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies for all height of propping and centering below supporting floor to ceiling and removal of the same for in situ reinforced concrete and plain concrete work including carriage of materials in all leads and lifts. (a) Flat surfaces such as soffits of suspended floors, roofs, landings and the like.

(b) Edges of slab and breaks in floors and walls under 20 cm wide

Providing mild steel/tor steel reinforcement for RCC work including bending, binding also cost of binding wire and placing in position complete for all floor level including carriage of materials in all lead, lifts and height.

Providing and laying cement concrete mix M:20 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials in all leads, lifts and upto all heights.. a) Suspended floor roofs, landing and shelves, lintals and their support balconies, beams, girders, bressumers and cantilever upto all heights.

15 mm cement plaster in single coat on rough side of brick/concrete/stone wall for interior plastering in all floor level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) including carriage of materials in all leads, lifts and heights.

Supplying cast iron cover without frame for man holes :- (i) for frame of internal dimensions 455mm x 610 mm, rectangular C.I cover the weight of cover to be not less than 23kg

Transformer Foundation Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars

Centering and shuttering including strutting, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Supplying and stacking at site.Bajri Gravels in 100mm thickness above grating

Construction of Trenches Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, uttering,- All work upto plinth level : 1:2:4 (1 cement : 2 2 course sand ) 3 graded stone aggregate 40 mm nominal size Foundation and Plinth

Brick Mansonary in cm 1:4 in foundation wall of cable outdoor Trench

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nom

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

15 mm cement Plaster on rough side of Brick masonary in cn 1:4

Construction of Indoor Trench Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 Cement : 4 coarse sand): 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 Cement : 2 coarse sand): 4 graded stone aggregate 40 mm nominal size) Foundation and plinth

Brick masonary in cm 1:4 in foundation wall of cable o/d trench

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, ailings, brackets, gates and similar works

15 mm cement plaster on rough side of brick masonary in cm 1:4