Tender For Providing Sop To Civil Hospital Manali Under Esd No.I, Hpsebl, Manali On Turnkey Basis, manali-Himachal Pradesh

Tender For Providing Sop To Civil Hospital Manali Under Esd No.I, Hpsebl, Manali On Turnkey Basis- 1 Equipments And Switchgear:- 2 Supply Of 11Kv 400 A, 25Kag.O. Switches Complete With Manually Operated Equipment And Accessories Required For Their Satisfactory Operation For Their Use On Distribution Sub-Station And Tapping / Sectionalizing Points Of 11 Kv Lines. 3 Supply Of 11Kv, Outdoor, Open, Dropout ( D.O. ) Explusion Type Fuse Units, Complete With Manually Operated Equipment And Accessories Required For Their Satisfactory Operation For Their Use On Distribution Sub-Station And Tapping / Sectionalizing Points Of 11 Kv Lines. 4 Supply Of 9Kv, 10 Ka Porcelain Station Surge Arresters Complete With Accessories For 11Kv System 5 Supply Of Lt Distribution Panel Box Suitable For 400Kva S / Stn. Made Of Steel Sheet Of 1.63 Mm Thickness Having Doubledoor Locking Arrangement Duly Powder Coated Pained Complete With 2 No. AcbS ( 1 Main + 1 Spare ) Rating500 Amp, Duty Circle 0.3 Sec, Rating Symmetrical Breaking Capacity 50Ka, Service Breaking Capacity 100% Icu, Rating Making Capacity 400Ka Peak, Short Circuit Time For Seconds ( Ka Rms ) 50Ka, Thermal Current Set Value 630 Amp, Time For Which Breaker Can Carry Its Rating Breaking Current <40 Ms, Endurance ( Co ) Cycle Mechanical Not Less Than 8000 Operations, Electrical Not Less Than 5000 Operations, Electrical Life For Arcing Contacts Not Less Than 2500 Operations, Insultion Voltage 1100 Volts, Impulse With Stand Voltage 8Kv, Closing Mechanism Mannual Independent Mannual, Version Required Fixed And Make L&T / Havells / C&S / Hpl / Schneider 6 Poles & Conductor:- 7 Supply Of 11Kv Ht Acsr 6 / 1 / 4.72Mm2 Conductor 8 Supply Of Rcc Pipe ( Muff ) Isi Marked Suitable For Different Sizes Of Steel Poles. 2000 Mm In Length And 25 Mm Thick With 250 Mm Internal Dia Duly Fabricated By Using Un-Galvanized Ms Wires Of 12 Swg Rings And 6 Mm Ms Round In Vertical Direction Conforming To Isi 458-1988 Or Latest Version If Any Including Cement Concrete Filling 1:3:6 ( 1 Cement:3 Sand: 6 Aggrigate 20 Mm Nominal Size ) 9 Supply Of End Termination Kit For Ab Cable 3X120+95Mm2 10 Insulators:- 11 Supply Of 11 Kv Disc Insulator B&S Type Conformimg To Is-731 / 1971 All Latest Version Thereof For Suspension & Tension String Ball And Socket Type Having Pin Ball. The Minumum And Maximum Creepage Distance With Diameter Of Insulator- 225 Mm & Having Electromechanical Strength 90Kn. The Insulator Shall Have W Type Phosphors Bronze Security Clips For Ball Socket Porcelain Conforming Is: 2486-1971 ( 90Kn ) Complete In All Respect. Moderately Polluted Atmospheres Creepage Distance 320Mm 12 Supply Of 11 Kv Pin Insulator Brownglazed Porcelain Insulator Alongwith Gi Pin Confirming To Is-731 / 1971 Or Latest Version Thereof With Minimum And Maximum Creepage Distance Distance & Duly Fitted With Lead / Zinc Thimble Suitable For Use With Gi Forged Pin Having Small Steel Head As Per Is:2486 ( Part-I & Ii ) Of 1993 & Latest Amendment If Any. Moderately Polluted Atmospheres Creepage Distance- 320Mm 13 Cable:- 14 Supply Of Lt Cable 400 Mm2 Pvc ( 1.1Kv, 3.5 C, Al, Un-Armour ) 15 Supply Of Lt Cable 70 Mm2 Pvc ( 1.1Kv, 3.5 C, Al, Un-Armour ) 16 Fittings And Accessories:- 17 Stay Sets:- 18 Supply Of Stay Set Suitable For 11Kv Made Of M.S. Round 1800Mm In Length, 18Mm Dia Having Threads Up To 300Mm On One End With One Nut And One Check Nut To Avoid Slippage And Eye Of 40Mm Dia On Other Side And Welded Confirming To Rec Specification. Elbow Made Of Ms Channel Iron 75X40x6mm, 250Mm Long And M.S. Round 18Mm Dia, Vertical Height 450Mm, Both Ends Bend After Putting In Two Holes In Channel Iron Taking The Ends Out 25Mm Minimum In Length And Welded With Channel Iron. One Anchor Of Angle Iron 65X65x6mm, 750Mm In Length With One Hole Of 20Mm Dia In The Centre. The Complete Stay Set Shall Be Painted With Superior Quality Black Japan Paint. 19 Stay Wire:- 20 Earthing:- 21 Supply Of Earthing Set Suitable For Ht Line Made Of Gi Pipe 40 Mm Dia ( Internal Dia ) Wall Thickness 3.25 Mm Medium Quality Pipe Of Standard Make Conforming To Is: Specifications 2500 Mm Long With Gi Socket Closed At Top Pipe Shall Have Holes Of 12 Mm Dia Every 150 Mm Apart Throughout The Length And Staggered Diameterically. Full Clamps Of Ms Flat 40X3 Mm Fitted At Top End Of The Pipe Along With Bolts And Nuts Size 50X12 Mm And Washers For Fixing The Clamp On The Pipe. The Bottom End Of The Pipe Shall Be Tapered Cut At 45 Degree. 22 Supply Of Htearthing Set Complete. 23 Supply Of Ms Channel 100X50x6 Mm Cross Arm:Fabrication And Supply Of Cross Arms Suitable For11 Kv Made Of Only Tata / Sail / Rashtriya Ispat M.S. Channel Iron 100X50x6 Mm Cross Arm, Suitable For Fixing On Both Steel And Pcc Poles Whatever Is Required Single / Double Pole Structure Of 11Kv Line With Holes At Suitable Placeswherever Required To Adjust 5 / 8” Dia Nuts And Bolts, Pin Insulators, Ball Cleaves, Eye Socket And Washers. The Weight Of Ms Channel Should Be Strictly 9.56 Kg Per Meter With A Variation Of + / -5%. The Cross Arm Should Be Duly Painted With Two Coat Red Oxide Paint Of Superior Quality: 24 750 Mm Long For Go Witch Handle 25 2800 Mm Long 26 460 Mm For Supporting Of Main Channel Of Ctpt / Dtr 27 Supply Of Ms Channel 75X40x6mm Cross Arm:Fabrication And Supply Of Cross Arms Suitable For11 Kv Made Of Only Tata / Sail / Rashtriya Ispat M.S. Channel Iron 75X40x6 Mm Cross Arm, Suitable For Fixing On Both Steel And Pcc Poles Whatever Is Required Single / Double Pole Structure Of 11Kv Line With Holes At Suitable Placeswherever Required To Adjust 5 / 8” Dia Nuts And Bolts For Supporting Go Switch / Do Fuse Units. The Weight Of Ms Channel Should Be Strictly 7.14 Kg Per Meter With A Variation Of + / -5%. The Cross Arm Should Be Duly Painted With Two Coat Red Oxide Paint Of Superior Quality: 28 2800 Mm For G.O. Switch And D.O. Fuse Unit+1 For La. 29 Supply Of Ms Angle Iron 50X50x6 Mm :Fabrication And Supply Of Membersmade Of Only Tata / Sail / Rashtriya Ispat M.S. Angle Iron 50X50x6mm, Suitable For Fixing Onsteeldouble Pole Structure Of 11Kv Structures With Holes At Suitable Placeswherever Required To Adjust 5 / 8” Dia Nuts And Bolts. The Weight Of Ms Angle Iron Should Be 4.5Kg Per Meter With A Variation Of + / -5%. The Member Should Be Duly Painted With Two Coat Red Oxide Paint Of Superior Quality: 30 2800 Mm For Supporting La, Lt Distribution Panel Box 31 Lt Switch Capacitor 216-Kvar 32 Supply Of Aluminium Thimbles 33 2800 Mm For Ctpt Unit Belting & Knee Bracing 34 Supply Of Ms Angle Iron 35X35x6 Mm :Fabrication And Supply Of Membersmade Of Only Tata / Sail / Rashtriya Ispatm.S. Angle Iron 35X35x6mm, Suitable For Fixing On11kv Steeldouble Pole Structurewith Holes At Suitable Placeswherever Required To Adjust 5 / 8” Dia Nuts And Bolts. The Weight Of Ms Angle Iron Should Be 2.5 Kg Per Meter With A Variation Of + / -5%. The Member Should Be Duly Painted With Two Coat Red Oxide Paint Of Superior Quality: 35 460 Mm For Ctpt Unit Belting & Knee Bracing 36 Supply Of M.S. Hexagon Bolts And Nuts With Washers Conforming To Isi-1363-1992Off Size 37 Supply Of Danger Plate Size: 250X200x1.6 Mm Made Of Mild Steel Plates 1.6 ( Minimum ) Thick Vitreous Enameled White Letter Figure, Conventional Skill And X-Boxes And Signal Red Colour On Front Side For Use In Hpsebl. The Rear Side Of The Plate Shall Be Black Enameled And Conforming To Is Specifiction No. Is-1351 / 1982 Suitable For 11Kv 38 Supply Of Half Clamp ( Ms Flat 50X6mm ) 39 Supply Of Full Clamp ( Ms Flat 50X6mm ) 40 Supply Of Aluminium Thimbles Suitable For Lt Cable 400Mm2 41 Supply Of Aluminium Paint & Red Oxide For All Poles And Steel Fitting 42 Prov. G.I. Pipe Bend. 43 Prov. G.I. Glands 44 Prov. G.I. Pipe1½ Dia. 45 Erection Part:- 46 Erection Of 400Kva , 11 / 0.433Kv Dtr Complete Viz Digging Of Pit For Poles & Earthing ( 2 No. For Pole & 3 No. For Earthing ) , Drilling Of Holes In X Arms & Poles Prepration Of Plateformstructure Member Ci, Ai I.E. X-Arm & Knee Bracing Set, Erection Ofdouble Pole Structure, Concreting Of Rcc Muffs , Erection Of Plateform, Erection Of X-Arms, Erection Of G.O. Switch, Erection Ofdrop-Out Fuse Unit, Erection Of Lightning Arrestor, Erection Of Lt Box, Providingearthing Connection Including G.I.Wire To G.O Switch, Transformer, Lightning Arrestor, Etc , Erection Of 2 Nos. Stay Set , Erection Of Jumper, Pipe Earthing 3 No. Sets , Layingof Lt Cable, Barbed Wire & Painting Complete In All Respect 47 Erection Of Go Switch On Tapping / Line Structure 48 Erection Of Dropout ( D.O. ) Explusion Type Fuse Units On Tapping / Line Structure 49 Erection Of Steel Tubular Pole 10.00 Mtr. Long ( Double Pole Dead Endstructure ) Digging Of Pit, Drilling Of Holes In X-Bracing Set X-Arm, Erection Of Pole, Fixing Of Insulator X-Arm X-Bracing Set, Fixsing Of All Typesof Clamps, Fixing Of Barbed Wire Danger Plate , Filling Of Pit+Ramming & Painting Of Pole ( Punching Of The Poles Is Stricitly Not Allowed ) ( Tapping Structure By Providing Single Pole ) 50 Hydra Charges To Lift 400Kva Dtr 51 Laying Of Acsr 6 / 1 / 4.72Mm2 52 Erection Of Stay Set Ht ( Digging Of Pit, Fixing Of Stay Rod, Filling Of Pit , Nozzeling & Tighting ) 53 Erection Of Earthing Set ( Digging Of Pit, Fixing Of Gi Wire To The Earth System & Filling Of Pit ) 54 Civil Works ( Foundation Of Dtrs ) :- 55 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.Ordinary Rock. 56 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 ) . 57 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level :1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 58 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 25X25 Mm Made Of G.I. Wire Of Dia 3 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge. 59 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. 60 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix:-Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) . 61 Supplying And Stacking At Site:- Shinglaspreading Of Stone Aggregate 20 Mm Thick. 62 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :300X16 Mm. 63 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete : 125 Mm. 64 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundations And Plinth In : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) . 65 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Edges Of Slabs And Breaks In Floors And Walls. 66 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size ) Upto Plinth Level With : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) .

INR 560 /-

INR 8170.0 /-

INR 8.16 Lakhs /-

Name of Work: Tender for providingProv. SOP to Civil Hospital Manali under ESD No.I, HPSEBL, Manali on Turnkey Basis against Bid Specification No. HPSEBL/EDM/NIT-09/2023-24 Estimated Cost: Rs. 8,16,770/-only,EMD: Rs. 8,170/-only.

Sl. No.	Item Description
1	Equipments and switchgear:-
2	Supply of 11KV 400 A, 25kAG.O. switches complete with manually operated equipment and accessories required for their satisfactory operation for their use on distribution sub-station and tapping /sectionalizing points of 11 KV lines.
3	Supply of 11KV, outdoor, open, dropout (D.O.) explusion type fuse units, complete with manually operated equipment and accessories required for their satisfactory operation for their use on distribution sub-station and tapping /sectionalizing points of 11 KV lines.
4	Supply of 9kV, 10 kA Porcelain Station Surge Arresters complete with accessories for 11KV system
5	Supply of LT Distribution Panel Box suitable for 400KVA S/Stn. made of steel sheet of 1.63 mm thickness having doubledoor locking arrangement duly powder coated pained complete with 2 no. ACB"s ( 1 main + 1 spare) Rating500 Amp, Duty Circle 0.3 Sec, Rating Symmetrical breaking capacity 50KA, Service Breaking Capacity 100% Icu, Rating Making Capacity 400KA Peak, Short circuit time for seconds (KA rms) 50KA, Thermal Current set value 630 Amp, Time for which breaker can carry its rating breaking current <40 MS, Endurance (CO) Cycle Mechanical not less than 8000 operations, Electrical Not less than 5000 operations, Electrical life for Arcing contacts not less than 2500 operations,Insultion Voltage 1100 Volts, Impulse with stand voltage 8KV, Closing Mechanism Mannual independent mannual, Version required fixed and make L&T/Havells/C&S/HPL/Schneider
6	Poles & Conductor:-
7	Supply of 11KV HT ACSR 6/1/4.72mm2 Conductor
8	Supply of RCC pipe (Muff) ISI marked suitable for different sizes of steel poles. 2000 mm in length and 25 mm thick with 250 mm internal dia duly fabricated by using un-galvanized MS wires of 12 SWG rings and 6 mm MS round in vertical direction conforming to ISI 458-1988 or latest version if any including cement concrete filling 1:3:6 (1 cement:3 sand: 6 aggrigate 20 mm nominal size)
9	Supply of end termination kit for AB cable 3X120+95mm2
10	Insulators:-
11	Supply of 11 KV Disc insulator B&S type conformimg to IS-731/1971 all latest version thereof for suspension & tension string ball and socket type having pin ball. The minumum and maximum creepage distance with diameter of insulator- 225 mm & having electromechanical strength 90KN. The insulator shall have W type phosphors bronze security clips for ball socket porcelain conforming IS: 2486-1971 (90KN) complete in all respect. Moderately polluted atmospheres Creepage distance 320mm
12	Supply of 11 kV Pin Insulator BrownGlazed Porcelain insulator alongwith GI Pin confirming to IS-731/1971 or latest version thereof with minimum and maximum creepage distance distance & duly fitted with lead/zinc thimble suitable for use with GI forged pin having small steel head as per IS:2486 (Part-I & II) of 1993 & latest amendment if any. Moderately polluted atmospheres Creepage distance- 320mm
13	Cable:-
14	Supply of LT Cable 400 mm2 PVC (1.1kV,3.5 C, Al, Un-Armour)
15	Supply of LT Cable 70 mm2 PVC (1.1kV,3.5 C, Al, Un-Armour)
16	Fittings and accessories:-
17	Stay Sets:-
18	Supply of Stay Set Suitable for 11KV made of M.S. Round 1800mm in length, 18mm dia having threads up to 300mm on one end with one nut and one check nut to avoid slippage and eye of 40mm dia on other side and welded confirming to REC specification. Elbow made of MS channel iron 75x40x6mm, 250mm long and M.S. Round 18mm dia, vertical height 450mm, both ends bend after putting in two holes in channel iron taking the ends out 25mm minimum in length and welded with channel iron. One anchor of Angle Iron 65x65x6mm, 750mm in length with one hole of 20mm dia in the centre. The complete stay set shall be painted with superior quality black Japan paint.
19	Stay Wire:-
20	EARTHING:-
21	Supply of Earthing set suitable for HT line made of GI pipe 40 mm dia (internal dia) wall thickness 3.25 mm medium quality pipe of standard make conforming to IS: specifications 2500 mm long with GI Socket closed at top pipe shall have holes of 12 mm dia every 150 mm apart throughout the length and staggered diameterically. Full clamps of MS Flat 40x3 mm fitted at top end of the pipe along with bolts and nuts size 50x12 mm and washers for fixing the clamp on the pipe. The bottom end of the pipe shall be tapered cut at 45 degree.
22	Supply of HTEarthing set Complete.
23	Supply of MS Channel 100x50x6 mm Cross Arm:Fabrication and supply of Cross arms suitable for11 KV made of only TATA/SAIL/RASHTRIYA ISPAT M.S. Channel Iron 100x50x6 mm Cross Arm, suitable for fixing on both Steel and PCC Poles whatever is required single/double pole structure of 11KV line with holes at suitable placeswherever required to adjust 5/8” dia nuts and bolts, pin insulators, ball cleaves, eye socket and washers. The weight of MS channel should be strictly 9.56 Kg per meter with a variation of +/-5%. The Cross Arm should be duly painted with two coat red oxide paint of superior quality:
24	750 mm long for GO witch handle
25	2800 mm long
26	460 mm for supporting of main channel of CTPT/DTR
27	Supply of MS Channel 75x40x6mm Cross Arm:Fabrication and supply of Cross arms suitable for11 KV made of only TATA/SAIL/RASHTRIYA ISPAT M.S. Channel Iron 75x40x6 mm Cross Arm, suitable for fixing on both Steel and PCC Poles whatever is required single/double pole structure of 11KV line with holes at suitable placeswherever required to adjust 5/8” dia nuts and bolts for supporting GO Switch / DO Fuse units. The weight of MS channel should be strictly 7.14 Kg per meter with a variation of +/-5%. The Cross Arm should be duly painted with two coat red oxide paint of superior quality:
28	2800 mm for G.O. Switch and D.O. Fuse Unit+1 for LA.
29	Supply of MS Angle Iron 50x50x6 mm :Fabrication and supply of membersmade of only TATA/SAIL/RASHTRIYA ISPAT M.S. Angle Iron 50x50x6mm, suitable for fixing onSteeldouble pole structure of 11KV structures with holes at suitable placeswherever required to adjust 5/8” dia nuts and bolts. The weight of MS Angle Iron should be 4.5Kg per meter with a variation of +/-5%. The member should be duly painted with two coat red oxide paint of superior quality:
30	2800 mm for supporting LA, LT Distribution Panel Box
31	LT switch capacitor 216-KVAr
32	Supply of Aluminium Thimbles
33	2800 mm for CTPT unit belting & knee bracing
34	Supply of MS Angle Iron 35x35x6 mm :Fabrication and supply of membersmade of only TATA/SAIL/RASHTRIYA ISPATM.S. Angle Iron 35x35x6mm, suitable for fixing on11kV Steeldouble pole structurewith holes at suitable placeswherever required to adjust 5/8” dia nuts and bolts. The weight of MS Angle Iron should be 2.5 Kg per meter with a variation of +/-5%. The member should be duly painted with two coat red oxide paint of superior quality:
35	460 mm for CTPT unit belting & knee bracing
36	Supply of M.S. Hexagon Bolts and Nuts with washers conforming to ISI-1363-1992off size
37	Supply of Danger Plate Size: 250x200x1.6 mm made of mild steel plates 1.6 (minimum) thick vitreous enameled white letter figure, conventional skill and X-Boxes and signal red colour on front side for use in HPSEBL. The rear side of the plate shall be black enameled and conforming to IS specifiction no. IS-1351/1982 suitable for 11KV
38	Supply of Half Clamp (MS Flat 50x6mm)
39	Supply of Full Clamp (MS Flat 50x6mm)
40	Supply of Aluminium Thimbles suitable for LT cable 400mm2
41	Supply of Aluminium Paint & Red Oxide for all poles and steel fitting
42	Prov. G.I. Pipe Bend.
43	Prov. G.I. Glands
44	Prov. G.I. Pipe1½ dia.
45	Erection Part:-
46	Erection of 400KVA , 11/0.433KV DTR complete viz digging of pit for poles & earthing (2 No. for pole & 3 no. for earthing), Drilling of holes in X arms & poles Prepration of plateformstructure member CI, AI i.e. X-arm & Knee bracing set, Erection ofDouble Pole Structure, Concreting of RCC Muffs , Erection of plateform, Erection of x-arms, Erection of G.O. Switch, Erection ofDrop-Out Fuse Unit, Erection of Lightning arrestor, Erection of LT Box, ProvidingEarthing connection including G.I.Wire to G.O Switch, Transformer, Lightning arrestor,etc , Erection of 2 Nos. Stay set , Erection of Jumper, Pipe Earthing 3 No. sets , Layingof LT Cable, Barbed wire & painting complete in all respect
47	Erection of GO switch on tapping/Line structure
48	Erection of dropout (D.O.) explusion type fuse units on tapping/Line structure
49	Erection of steel tubular pole 10.00 Mtr. Long(Double pole dead endstructure ) digging of pit, Drilling of holes in X-Bracing set X-arm, Erection of pole, Fixing of insulator X-arm X-bracing set, Fixsing of all typesof Clamps,Fixing of barbed wire danger plate , Filling of pit+ramming & painting of pole (Punching of the poles is stricitly not allowed)( tapping structure by providing Single Pole)
50	Hydra Charges to lift 400KVA DTR
51	Laying of ACSR 6/1/4.72mm2
52	Erection of Stay Set HT (Digging of pit, fixing of stay rod, filling of pit , nozzeling & tighting)
53	Erection of Earthing set (Digging of pit, fixing of GI wire to the earth system & filling of pit)
54	Civil Works (Foundation of DTRs) :-
55	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.Ordinary rock.
56	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).
57	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) .
58	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
59	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.
60	15 mm cement plaster on rough side of single or half brick wall of mix:-Cement mortar 1:4 (1 cement : 4 fine sand).
61	Supplying and stacking at site:- Shingla Spreading of stone aggregate 20 mm thick.
62	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm.
63	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm.
64	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand).
65	Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls.
66	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).